Samples 3 1/2 X 20 gage - AutoCAD Details
Transcript of Samples 3 1/2 X 20 gage - AutoCAD Details
Studs @ 24"--
a.c.
3 1/2" X 20 gageBacking as req'd for -----+-----+-/
attachment
~-(3) #10 Screws
ATTACHMENTBACKING DETAIL
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Joist Track:----~
x
ClipAngle@each end ofblocking
Solid Blockingbetween joists
Wall Shln---.f
Joist--
Stud--Align with~-----FFloor Joist
Below
2 Screws(Farside) @
----each stud tojoist below
- ~Track
SheathingOSB) or
Plywood
Continuous JoistParallel to step down
~-------'In balcony or provide
header
NOTES:1. Balconies require special detailingand consideration for protection againstmoisture and thermal bridging.2. Where axia load bearing membersdo not align vertically, provide detail.
BALCONY WITH STEP DOWN
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Rafter Bridging
t wall.
Sheathing
of
~after
Clip Angle, 1/2"
less than Rafter
\Depth
j~"""'; 0: ~'; ~'; 0:
~" " " " " ';I- - - - - - -~ ~
+ r-
-
+ -
-- - - - - - -
----l
~(2)Tracksq'd////'/// /1' W/1 Stud
Full Height Studs..From Floor to Ro
NOTES:1. Provide Joist &
between rafters a
Screws As Re
BALOON FRAMED GABLEROOF END DETAIL
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Top ChordAdjacent TRUSS
21 x4" Blocking Between
Outriggers --'\
"""1.1
162SS25 X4" WI2--#10 T&B into 2x &2--#10 into Chord(TYP)
I
r----t~,.N. ;"><4" Oubigger 24" O.C.
--.;--1-
FASCIA--~//J
//~rior STUD
-.r-t---
.. Ext. Finish
SECTION AT BALOON FRAMED RAKE WALLWITH WOOD OUTRIGGERS
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20 gage TRACK
BETWEENOUTRIGGERS
2--#10 Screws~-TOPCHORD
(TYP)
.N.
20 gage TRACK Outrigger,-----I(TO MATCH CHORD
DEPTH) @ 24" O.C.
Web Infill @ 24" O.C.(TYP)
Exterior~--
Stud
~#10 Screws @ 12" O.C.to Top Track
++
o+
+ +
Top
Track
2"x2" lipAngle W/2--#1 aeach Leg(TYP)
ITOP /CHORD
-Adjacent
TRUSS
COPE asReq'd --
250T20 Diag. Brace@ each Outrigger(TYP)
End (Or Rake) Wall
TrussCant. 16 GageAngle
2--14" x 16 gage HeaderW/3 1/2" x 20 Gage Tracks
T&B
SECTION AT BALOON FRAMED RAKE WALL OVER OPENING
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Expansion orAnchor Bolt asReq'd Adjacent toStud
Stud---~
r----Track
Screw@ Each------~Iange
Where Ledge is provided for theSupport of a Veneer. The ledgeshall be located at least one (1)course or 1 1/2" below the slabelevation
fJ
/ cJ
p<J
<JILl
VLl
/ Lli<J LJ
Y <Jd J
loJ
BASE WALL AT SLAB ON GRADE
rS,ab on Grade
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E.N.---·//,J?nn r Shro thinn
Cont. 350T20 Truck INotched OverChord W/2--#10 SCrews E-A--+-f---'f-t---'-+-~
Center Line DiugSee Truss Profile fo-M-------Brucing
Heel DiM nsion
See BottoMChordConnection \
Top Truck
\
~nnt()Truss Muy BeContinuouswull
BLOCKED TRUCC HEEL CECTION
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II II
OININECTOR PLATE
TOP PLATE
rSUPPORT
CONNECTOR SCREwS3 - - # 10 e (l chi e g e (l-:=C=-CS='"I=---"
#10 SCREwS TO HEEL - "CHEDScrews per End Do Not ~~~,,=,----"
connector screws
CONNECTOR PLATE
MA TERIAlII X II DIMII Y II DIMII Z II DIM
Connect to TRUSS
1b GaT I Min.T I Min.1 11 4 11 less than B.C. Height
'vJ 1#10--14 TEK SCrews Or better.
BOTTOM CHORD TO TOP PLATE CONNECTION DETAIL
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son H1
AI,cl,or, TI'Ll55COllllection)
to Heel --Scllec1L1leEllc1 Do Not illClLlc1e
~cr·e\A'S
3--l\liJ SCI'ew5To Top TI'LI~C~----~
Provide Stud Ucc:nc:cd~e,,-,--r__,\EQch TrLls,; (TYP)
2--#10 SCI'ews
Connector Screws~------,2--#10 EQch side to
MeMber
TIJP TRACK
BOTTOM CHOPD TO TOP PL TE CONNECTION DETAIL
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son H1
AI,cl,or, TI'Ll55COllllection)
to Heel --Scllec1L1leEllc1 Do Not illClLlc1e
~cr·e\A'S
3--l\liJ SCI'ew5To Top TI'LI~C~----~
Provide Stud Ucc:nc:cd~e,,-,--r__,\EQch TrLls,; (TYP)
2--#10 SCI'ews
Connector Screws~------,2--#10 EQch side to
MeMber
TIJP TRACK
BOTTOM CHOPD TO TOP PL TE CONNECTION DETAIL
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BOttOM Trc
Pipe--,\,------_SiMpson FHA Strup Or 18 gu strup w13 #8
,--------sc::rews Min. euc::h end CTyp both sides)
1+ + +1 + + +~
<J
J LI~ <J \~ <J I
<J~
~<J
<J LI~d '-
<J LI ~ I d
<J ) ~d
~<I
LI~
~<J
<ILI ~
~
<J d<J
~ LI~
d <J LI<I
<I ~
<Jd
BOttOM TruC::k
DETAIL---------I@
PC. 350wCS Or bWCS SuMe guuge uS
,-----truc::k w/3 #8 sC::rews Min. euc::h side euc::hflunge CTyp)
<I<I LI ~
~<J LI
~
<I
<I<Id
~ <Id
~
<I d~<I
DETAIL------@
BOTTOMSPLISE
TPASKDETAIL
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Stud--Align
~----with floorjoist below
2 SCrews --Errchstud to joi,::>-+---~
below (frrrside)
~---Trrrck
2. Solid blocking in every othersprrce Mrry be used in lieu ofbridging
1. Provide cont. bridging betweenerrch joist rr t lower wrrll.
Sherr thing CDSB Or~---plywood)
~DTES.
Clip rrngle--Mrry be oMitted when~----,\---joist is sCrewed directly to top
trrrcf<
web stiffener rrs req/d (this sid Or~~~==:::::::::===----~~~~~:-~---\---fitbetween joist flrrnges--not req/d
" whensolid blocking is used)
Attrrch trrrck to joist
w/screws --eside
Joist t
BrickVene~~
~I/
~I~
~ I
l ~Joist- rrlign ~ I
Withst~1'"below
I
3. where rrxirrl lorrd berrringMeMbers do not rrlign verticrrllyprovide detrril.
CANTILEVERED FLCICIR JOIST AT BRICK VEf\IEER
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2 SCrews @I eQch stud to joist
below CF Qrside)--------T r QC k
Mul tiple joistMeMbers QS reql d Ordesign cQntilievered
,---MeMbers to continueto beQring WQll
NOTES
SheQ thing CDSB Or~--\----~ly woo d)
web stiffener QS req/d.
(This side Or fit between~----joist flQnges--Not req/d
when soild blocking is
used)
Stud
WQll !Conti TrQck 0clip Qngles--
"--- "---~~--------~ "--- "--- "
Joist--Align=------+----'
w/stud below
Joist T
AttQch trQck to joist
w/screwss @IflQnge
1. Provide conti bridging betweeneQch joist Qt lower WQll.
2. Solid blocking in every otherspQce MQY be used in lieu ofbridging
3. whereQxiQl lOQd beQringMeMbers do not Qlign verticQllyprovide detQil.
CANTILEVERED FLOOR JOICT AT FLUCHBALCONY FLOOR
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Joist T~FW-~Stud--Align with
~----~
loor joist below
_---2 SCrews CFurside@./ / euch stud to joist below
%~TIQCk
./
Floor joist ulignwith Wull s-R-trl--~
below
NOTES
2 where uxiul lOud beuringMeMbers do not ulign verticull~
provide detuil
1. Bulconies require speciuldetuiling und consideru tion fOrprotection uguinst Moisture undtherMul bridging
Sheu thing CDSBOr Plywood)
~ Continuous joist purullel to--step down in bulcony Or
provide heuder
SCrewsuS r e q=-r---d~~
cking
CAI\ITILIEVER LENGTH ISLINITED BY JOIST DEPTHLOAD-BEARING wALL ISPRESEI\lR AT CANTILIEVER END
Clipend
Solid blocbetweenCpg669)
CANTILEVERED FLOOR AT STEP DOWNBALCDINY FLDIDIR
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woo d PI Cl n k+rin-u9*---,
wood joist Cllign with
wCl11 studs below
Solid BlOCkingbetween jO-ls~s~.~--~
Clip Clngle @
e Cl Chen d ---I-',~-----+-~------'
blOCking
wCl11 Stud
-/'
~----2 SCrews
SheCl thing~------rOSB Or
plywood)
DIMENSION CONTROLLED BY DESIGNCANTILEVER LENGTH IS LIMITED BY JDISDEPTH AI\lD/OR IF LOAD-BEARII\lG wALL ISPRESEI\IT AT CANTILEVER END.
JoistHClngerclip Clngles
Mul tiple joist
-------re1eMbers clSreq'd
I\lOTES
1. BCllconies require speciClIdetCliling Clnd considerCl tion fOrprotection ClgClinst MoistUre ClndthETMClI bridging2. where ClxiClI 10Cld beClringMeMbers do not Cllign verticCllly,provide detClil
CANTILEVERED FLOOR AT ~OOD BALCONY
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lywood Or DSB
Clip Angle(Screw QS r'
by design)
Clip Angle) 1/2// lessthQn RQfter Dep
RQfter Or-~Iop Chord
w/(l) Stud
Provide continuous bridging between rQ fters Qt WQll
ESProvide bridging Qt ceiling joists Qnd roof rQ fters.
Full Height Studs FrOM
~FlOOr To Roof
I\JIJT1.
2.
nCANTILEVERED GABLE END ATCATHEDRAL
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Clip Angle (Scrreq'd by desig
Screws as Req'd
DiagonalBraceat _~ridge
Screwsas Req'd
t1+ l
r Plywood or aSB
Rafter orTop
,//r--Chord
(2) Tracks W/(1) Stud
Ceiling Joists or1 Bottom Chord
~-- Wall Studs NOTES:1. Provide bridging at ceilingjoists and roof rafters.2. Provide continuous bridgingbetween rafters at wall
CANTILEVERED ROOF GABLE END
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Screws ByDesign ~
Rafter --"
~ Collar Tie
Continuous'------- Channel Bridging
as Req1d
COLLAR TIE ATRAFTER DETAIL
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2 1/2" TC Connector Same Gageas Truss Chord W/4--#10 Screws
,---'to Girder Truss Web &4--#10Screws to connecting Truss Heel(TYP. UNO)
Girder TrussWeb Member
--Connecting Truss
Where Girder Truss Depth will notallow TC Connector Provide Clip
·---(Same Ga. as Truss Chord) W/2--#10 Screws ea. Leg ea. side here.
SECT. AT TRUSS
COMMON TRUSS CONNECTION TO GIRDER TRUSS
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r---- Cope as Req'd
VerticalStrutMember
+ +
++
Bottom Chord
Web Member -------,
aTE:
FOR TRUSS MEMBER CROSSSECTION
+ +
+ +
#10 Screws
Bottom Chord
COMPOSITE TRUSS DETAIL(SCISSORS/COMMON)
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NOTE: Joist may be screweddirectly to beam using min. 2-#4 or#5 point self-drilling screws in lieuof a clip angle.
Web stiffener as req'dr----- (This side or fit
between joist flange)
Clip Angle--May beomitted when joist Fig. isscrewed directly to Beamw/#5 point self-drillingfasteners.
Steel Beam or Build-upcold-formed member
Power Driven1.-_ Fastener or #5 point
self-drilling screw
NOTES:1. Continuous bridging required between
each joist above beam--use solid blocking inevery other space may be used in lieu ofbridging.2. When wall above, studs must align withjoists.3. Web stiffeners are not required whencontonuous solid blocking is used.
CONTINUOUS FLOOR JOIST OVERSTEEL OR BUILD-UP BEAM
Joist
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Angle clip--May beomitted when joistFLG. is screweddirectly to top track
Track---~
Wall Stud--~
NOTE:
Joist may be screwed directly totop track from either above orbelow thru flange with min. 2-#10screws.
Web stiffener as req'd~-----y"-------c~__ (this side or fit between
joist 'nanges)
Joist--Align joist----- with studs below
Fasteners as ~'---t--- Req'd
NOTES:
1. Solid blocking may be requiredbetween each joist.
2. Web stiffners are not requiredwhen continuous sold blocking isused.
CONTINUOUS FLOOR JOISTOVER LOAD BEARING STUDWALL
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X--Bridging--,
Scr ws as Req'd
rcrews as req'd
x
X- Bridging
STUDS
JOISTS OR RAFTERS
CROSS BRIDGING
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Header-- See--
pian for size
Provide total no. ofscheduled diag. strap
screws into head
Cant. Top
Track \
DoubleStud
For Header---
conn. See Det.
Diagonal Shear Wall Strapee schedule on plan for
size.
DIAGONAL STRAP ATTACHMENTTO HEADER
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x
Cap~------I-.I'after
WlTrack
~-,Joist& Track
Roof Rafters or~RoofTrusses
x
Clips as Req'd.(1) @ each side
Joist & TrackDomer Ridge
Member
Clips Angle (2) @Each End (4) Total
DORMER RIDGE AT MAINROOF DETAIL
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NOTE: DOOR JAMB STUD'S MAY BE TURNED FLANGE TO FLANGETHUS ELiMANATING TRACK SCREWED TO FACE OF JAMB
Screws as req'd@ each jamb
stud
DOOrJamb~
~
Section of stud as,-------- to stiffen
Web Stiffener as req'd(screw as req'd bydesign)
Solid blocking betweenat jamb
r------r Iywood or OSB
--Track
14-----Joist" "',
IIIIIIIIIIIIII, I
IIIII
-Ii II
I
ExteriorSheathing-
Joist Track
DOOR JAMB BASEAT FRAMING
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NOTE: DOOR JAMB STUDS MAY BE TURNEDFLANGE TO FLANGE THUS ELiMANATINGTRACK SCREWED TO FACE OF JAMB
SLAB ON GRADE
Door--~
Jamb
Expansion Bolts or
Anchor bolts asreq'd @ each jamb
stud
Where ledge is provided for the A ""d< "
support of a veneer. The ledge shall /: O'd <: d"' 'd
be located at least one course or 1 I ," , ," ,0 <
1/2" below the slab. : <, <~ ,,4", "4 ' ,
I <1 6 d '6 a "'
Section of stud as~---
req'd to stiffen track
Track
DOOR JAMB BASE ATSLAB ON GRADE
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m Track
ack
Opening less than 4'-0"Load tjeanng Wall
ing head
il--single track "'.....'\.. Header/ TopTrheader
~ - ~
/ ~
/ ~
/ "/
/ I \
I Track \
\ I\ /,
,/\
"/
~ ~/ /~ -\ /
Double \ /Jamb \ %;dStud \/ ack
/\/ \ Satta
/ \ !/ \ ~
"/ / \ \
\
Opendetawith
DOOR OPENING LESS THAN4 FEET WIDE---LOAD BEARING
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ttom Track
Stud
Opening greater than 4'-0"Load Bearing Wall
Jambat top Top Track,-of wall I/ "
( "\
IJ
\/,
/
" ~~
~
"/
! "\I
\
\ I" jl /
" ~/ /~ Double -
penin~ ~ " / -/ ""----Head Track / / Jamb
ill-Sin~~e" / Stud
ack " /
" /
" /
" /Ix
9pehlng//Typical'"
/ " 80/ " I/ "/ " /
-/ ~
,\
1/ I"
oStr
I J
\ /
"--~~Jamb at floorjoist
DOOR OPENING GREATER THAN4 FEET WIDE--NON-LOAD BEARING
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Opening greater than 4'-0"Loar Bearing Wall
Opening headDetail--Ioadbearing jamb &--\head ~ _
Header ITop Track
~Stud
,-------++--H8,ottom Track
Doutl~---Jam~ Stud
//
//
/
/jgeadTrack
/
/
f
I!
III
I\
\
\\
\\ , ,
"
"""""" /" /" /" /)(
O~E~t-JG
//TYP ""/ "
/ "/ "/ " /~- -~//
/ ,>/,/ I " '/ I" \
,-----------'--"-----_-----'---'-----_-----'--"-----LLj / I " f--l--l---------+-\_-----'---'-------'-------+--'-----__'----- L - - - - - - - - - - - - - -:- - - --'L------t---------
I\ I\ !
" I, //~Jamb at floor~ joist
DOOR OPENING GREATER THAN4 FEET WIDE--LOAD BEARING
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Opening less than t. "-0"Load Bearing Wall
I
Jamb at top Opening Sill
of wall "'~~ '\ j--Single track
/
,--Top Track
II
\ !\ /
" /
--
/ ~
/ "/ \
( \I f---~I-------"----'-------
\ \! /
\ \ / /" --I /
\ /\ /\ /\ /\ /\ /\ /X
/ \/ \
/ \/ \
/ \ /~-Bo am Track/ \ /
/ \ -- // \ / ~"I \
/ (\ \~I--"-'-------~--------"----'---\/ I \f---L---'----'---'-t--------"------'---'----------'---'-------,I
DoubleJamb S:ud
/
" ... - ... '\ Jamb at floor-joist
DOOR OPENING LESS THAN4 FEET WIDE--NON-LOAD BEARING
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Clips Angledas Req'd
Roof-Rafter or
Truss
Domer Rafter
Supported member may be connected by cutting flanges-- bendingweb to desired angle & flastening directly with screws as desired.
DOMER RAFTER ATROOF RAFTER DETAIL
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Simpson Coil Strap C5150W/#10 Screws (Cont. atBLK'G & shear wall)
--------lIIIIIIIII____L_J
Rim Joist--
Double Stud--
loor Joist
Connect to Rim JoistWeb W/4--#10 screws.
12 gage CLIP
W/4--#10 Screwseach leg (Typ)
....
DRAG STRUT BLOCKING INTO FLOOR DIAPHRAGM
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14----Shear Wall
Truss Bottom Chord
18 Gage Bent Plate Cant. W/#10@ 4" a C to Top Track & Bottom-,Chord
8"Max
I ~- ~
----I
I
I
I
I
I 0Shear Wall I
I
I
I
I
Truss Bottom Chord
L2x2x20 Gage W#10@4"a.C.each leg
Top Track--~
I
VAlternate Attacchment / I.,0 screws @'" D.C. / i c
I
I
I
DETAIL @ @ DETAIL
DRAG TRUSS TO SHEAR WALL TOP TRACK
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#8 or #10 selfdrilling screw(Typ)
#8 or #10 self drilling~-
screw (Typ)
1-------
i;I
I
I
I
TYPICAL EXTERIOR CORNER FRAMING
HoldownSee Plan for type
Provide DSL. studhere where holdown __-+--+-----l
occurs _-----1-----'-----__-----'-------'-------_
--DSL. Stud
---------
EXTERIOR CORNER FRAMING WITH HOLDOWN
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Rough Opening
See Plan
tud (See Planeq'd Size)
,rTraCk
II , ,I • f- -IIII f- -I
• I ,II 'Ij
J .l..
""I l-
eCOQ..Q)Q)
r- 1 r- 11en
-:-1 r+
.J L
""," SR
See Plan
c-II
,J
III
'l
IIL __
#8 or #10Screws
t Varies
EXTERIOR POP-OUT DETAIL
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BLK'G Same size &Ga. as joist (Typ @ 24"D.C.)
/
----t-E.N. PlywoodSub-Floor
·=--------......L....I\~-,JOist
Cont. Track--~
Rim Joist--Use Tracksame size & gage asjoist (Typ) -~
o
EXTERIOR WALL SECTION WITHPARALLEL FLOOR JOISTS
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Stud: align withfloor joist below
2 Screws @ each stud tojoist below (farside)
J~Track
•
1. Provide cont. briding between each joist at lower
wall.2. Solid blocking in every other space may be used inlieu of bridging.3. Where axial load bearing members do not alignvertically provide detail.
Multiple joist members as req'dor design cantilevered
members to continue tobearing wall
Wall Stud
ContinuousTrack or clipangles
Joist Track--
Attach track to joistw/screws @ eachflange
Joist: Align
with Studbelow
NOTE:
FLOOR CANTILEVER
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Stud--~
Screws or boltsas Req'd. ---,
~SillTrack
Web Stiffeneras Req'd. ----,
RimTrack-~
TOPTraCk~
Stud Under Ea.Joist (TYP) --'
FLOOR FRAMING AT EXTERIOR WALL
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Clip Angle,1/2" less than joist depth:Attach to concrete w/expansionor anchor bolts.
~--Joist
Metal Shims'---------
as Req'd
FLOOR JOIST @ FOUNDATION WALL POCKET
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~-StudWall
5/8" X 10" A.B. @ 4' a.c.& within 12" of ends &
--------~ corners (TYP. except asotherwise shown or noted)
16ga Bent PlateX 3" long W/6-#10
r------ll-+---------+--~to track (TYP. @ ea.I
I anch. BIt.)I
//
//
(2) 16 ga Conbt. Track~- (Back to Back)
/I
/
/
~-E.N.
Cont. Track
----------..
I
II
\\
\ I
'" I""" l--.L~__
'--_ I _-------
I
/
•"•
Floor JSTBeyond -~
CMUStem ------Wall
Sill Track Anch.(#12 x 1 1/2" Screws @12" a.c. Stagg.
FLOOR JOIST CONNECTION TO INTERIOR STEM WALL
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Clip angle, 1/2" less than joistdepth: attach clip to concretew/expansion or anchor bolts.
r----- (Screws as Req.)
/JOist~-
FLOOR JOIST FLUSH WITHTOP OF FOUNDATION
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/1
~1
/ I
[)
~.•.............................~ Joist
Concrete~- Fasteners
As Req'd
NOTE: Provide solid blocking& bridging as Req'd.
FLOOR JOIST FLUSH WITHTOP OF FOUNDATION
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Steel Beam--~
Power driven fasteners or,------- self-drilling #5 screws as req'd.
Cont. track w/2-#1 a to closure'--------
track @ each joist
Cont closure track same'--------- depth as beam (TYP.
each side)
FLOOR JOIST FRAMED FLUSHTO STEEL OR BUILD-UP BEAM
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1-#10 T&B ea.joist (TYP)
JOIST
Power drivenfasteners or
r--
self-drilling #5 screwsas req'd.
JOIST
Steel Beam ~~-----/
Cont. track w/2-#1 0~- to closure track @
ea. joist
Cont. closure track'-- same depth as beam
(TYP. ea. side)
FLOOR JOIST FRAMED FLUSHTO STEEL OR BUILD-UP BEAM
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Stud ---------
2 Screws@-----"
each stud
Joist--~
Blocking at samespacing as stud(TYP. first Bay)
Screw joist totrack as req'd -~
Wall stud ----/
/-TraCk
Sheathing~--(OSBor
Plywood)
'------ Joist
FOOR JOIST PARALLEL TO EXTERIOR WALLBEARING ON FOUNDATION
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Stud---~
2 Screws@each stud
Sheathingr----+- (OS8 or
plywood)
/~See note'------
below
Screw joist to track asreq'd (From undertrack)
NOTE:
Wall Stud -_/
Rim joist may be doubled as shown and may beutilized to elimanate the need for additional door orwindow headers. This detail may also be used wherefire rated wall construction is req'd.
FLOOR JOIST PARALLEL TO EXTERIOR WALLBEARING ON FOUNDATION (ALTERNATE)
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Stud---~
~--- Sill Track
Sheathing~---+-+--- (OSB or
Plywood)
Fasteners as Req'd"--------- each joist
o
Solid Block -----*
Top Track ----/
Stud centered onjoist (TYP) --~
FLOOR JOIST SPLICE OVERINTERIOR LOAD BEARINGSTUD WALK
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SolidBlocking
Steel Beam orBuild-upcold-formedmember
Stud--~
Power driven fastenersor selfdrilling #5 screwsas Req'd.
r--- Sill Track
Sheathing (OSB orr-------t-- Plywood)
Joist
FLOOR JOIST SPLICE OVERSTEEL OR BUILD-UP BEAM
Samples from
www.AutoCADDetails.net
<J
FLOOR JOIST SUPPORT AT CONTINUOUS WALL
Samples from
www.AutoCADDetails.net
Stud---~
Screws orbolts as req'd.
Webstiffners as ---,req'd.
Rim Track --------+
Top Track
Stud Under eachjoist (TYP) --~
,----Sill Track
Sheathing (OS8~--+--or Plywood)
FLOOR JOIST TO EXTERNALWALL-LOAD BEARING
Samples from
www.AutoCADDetails.net
PlywoodSub-floor
Stud Wall (May notoccur here--SeePlan)
Beam(See Sched)
Cont. Track same Ga. asjoist WI #10 screws @ 12"a.c. to BM. staggared
IIIIIII
(J'r B.N.
Floor Joist--See~_--,---P~In for size.
----+ Track
#10 T&B350WCS20 '------- (Typ)WI 3-#10 to joist & 3- #10 to BM.(Typ)
FLOOR JOIST TO FLUSH FRAMEDBEAM CONNECTION
Samples from
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Stud- Alignwith Floor joist -\Below
2 Screws @ each <IJ~stud to joist below (Farside)
, Track
Attach track tojoist w/screws @ ---,each flange
Joist Track ---
Clip angle @ 48"o.c.--screw to joist asreq'd.
Exterior Sheathing --~
ExpansionBolt or anchor ---bolt
Provide sillsealer/caulking(beneath track)
~" ..~....••••••••••••..........
/
Uniform Bearing'------- as req. @ end of
joist
FLOOR JOIST TO TRACKBEARING ON FOUNDATION
Joist
Samples from
www.AutoCADDetails.net
Joist Track
Joist WebStiffeners
JOIST
OSS or..-------
Plywood
~--- Joist Track
Length on screw depends on..____--- thickness of OSS or plywood. #8
or #10 screw as req'd by design.
'---+-- OSS or PlywoodJOIST
Screws lengthg &body dia. as req'd by -------.-/design
Clip Angles @48" o.c.
Power driven'----__ fasteners or #4 or #5
point self drillingscrews
FLOOR JOIST AT SUNKEN FLOOR
Samples from
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Stud, AUgn with
Floor Joist Selow
Clip Angle as Req'd locateadjacent to Joist
Joist--/
~
'-------~~~'-~-~~~~~=~~:\~
- ~ ~I
~I /) )'1' \Sheathing (OSS) or
r-------.-.lywood
unoormBLReq'd @ enf of Joist
2 Screws @ each stud toJoist below (farside)
Attach Track to Joist W/Screws @each Flange (Not Req'd. if webstiffener is used)
I II II I
Web stiffener as I IReq'd. (This side or fit _------,I---+-----_~between joist flange) I I
I I
I:I II II II II I
I II II
ExteriorSheathing~L, ~
Expansion or~ : ' _dl"
Anchor Solt ~ :d'
4 2
FLOOR JOISTS BEARING ON FOUNDATION
Samples from
www.AutoCADDetails.net
Stud
~Track
~
2 Screws @ each stud--
--Joist
Sheathing (OS8or Plywood)
~ -----Blockin~me,spacing
~_-----f__---=as studs (T'r'P First~ay)
Screw Joist toTrack as Req'd
waIlStud-~ ~-~Joist
FLOOR JOIST PARALLEL TO EXTERIOR WALL
Samples from
www.AutoCADDetails.net
Stud
2 Screws@each
Stud
~~//-Track
------~
~--;SEE NOTE: Below
Screw Joist toTrack as Req'd(From under ---\Track)
NOTE:
~--WaIlStudRim joist may be as shown and may be utilized to eliminate
the need for additional door or window headers. This detailmay also be used where fire rated wall construction isrequired.
FLOOR JOISTS PARALLEL TO EXTERIOR WALL(ALTERNATE)
Samples from
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Strud~
2 Screws @ each
Stud to Joist Below
ExteriorSheathing
Screws@each Flange
<I
<1_
Joist
I
/f,Expansion or / i---
Anchor bolt
FLOOR JOISTS PARALLEL TO FOUNDATION
Samples from
www.AutoCADDetails.net
<J
<J
<J
<J
FLOOR JOIST SUPPORT ATCONTINUOUS WALL
Samples from
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,-------- Sheathing
Elevation Varies
Ceiling Joists orIbottom chord
\ NOTE:Provide Bridgingas necessary.
Rafters~-ortop
ChordL'
:~~IIIIL
--------'-I~~~~~~~~~~~
II~~~~~~~~~~~I II II II II I~I
IIII
Screwsas Req'd
Studs maybeframed fullheight tounderside ofSHTG.
Full Height Studs~--- From Floor to
Roof
GABLE ROOFEND DETAIL
Samples from
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,-------- Sheathing
Elevation Varies
Ceiling Joists orIbottom chord
\ NOTE:Provide Bridgingas necessary.
Rafters~-ortop
ChordL'
:~~IIIIL
--------'-I~~~~~~~~~~~
II~~~~~~~~~~~I II II II II I~I
IIII
Screwsas Req'd
Studs maybeframed fullheight tounderside ofSHTG.
Full Height Studs~--- From Floor to
Roof
GABLE ROOFEND DETAIL
Samples from
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Clip Angle, 1/2"less than Rafter --,Depth
,--------,Sheathing
Elevation Varies
+
i----l,+ ,, ,, ,
____________________ L l _
/ ~(2)Tracks<~' W/1 Stud
Screws As Req'd-~ /'"
Diagonal Brace at Ridge to //Transfer Loads into ceiling ---~diaphram
I/
Ceiling Joists or
Bottom Chord
Screws as Req'd +-----Wall Studs
GABLE ROOF END DETAIL
Samples from
www.AutoCADDetails.net
.5" 1.5" .5"
--L.().L.()
~
-L.()
..q-
--L.()
('i)
--L.().N
..........
- 20, 18 & 16 Gage TC
Series Chord Material
TOP & BOTTOM CHORD
1.5"
--L.().T"""
-
- 20 & 18 Gage TW
Series Web Member
TRUSS WEB
GUS TRUSS MEMBER SECTION
Samples from
www.AutoCADDetails.net
Truss
Continuous TOP Track
SIMPSON H1SEISMIC TIE
•
Stud
'.
~(l)// '. .
/ _#10 Flat Head TEK Screw (4)
" ,/ / '." ""~ Tolal To TOP T",d< &Stud
t
#10 TEK Screw (2) / /.
Each Side To Truss "~4><"/' /Heel (TYP)
"
GUSS TRUSS TO TOP TRACK DETAIL
Samples from
www.AutoCADDetails.net
eader Beam
Clip Angle or
section of track
Gusset Plate'----@eachside
'------support Member
Webtiffeners
as req'd
Beam may also be toe to toe
membersx
x
Multiple members forbearing support
Cope flange to allowexpansion of web for
:-4------correction to supportmember (ea side)
~support Member
'-------Heal::Jer Beam
HEADER TO JAMB STUD DETAILS
Samples from
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Steel Beam or,-------
Floor joist
++
1'-0" Min.
Heel cut Stl.Beam to match
~-
truss top chordslope
EQE
++
1'fI Min._
I -11-- -7i=======~~~~~=-=cF-==-=1r--
I
I
I
1 I
1 0:1 :
I
Insert (2) 6" x 189a Cee studsinside beam or (1) 6"x16 9a on
~--'back of joist and screw w/6-#1 0centered (TYP)
HEEL CUT FLOOR JOIST
Samples from
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Rim Joist(Track)
DoubleStud--See
~/~-Plan
Bottom
I-TraCk
-
Dim. "A"~see Schedule
-r-I
I,
II
I
i~ Anchor Bolt/ // /j//~~ee Sched. for
/ /}/ , size (Typ)
I,
II
..//// //////
JjBeyond
/
/ // // // //,----- /
-+-----/ '- // /
nIIB'~oldown1::iI: See Plan for
See Schedule for I: i + I,) - sizesize & No. of +i I (Typ)f t .. / ,+as eners. - I I +
(Typ) + i I
I'
+-11
I,
Dim."D"SeeSchedule
Double Nutw/washer (Typ)
A.E DIM. DIM.SIZE "A" "0" FASTENERS
HOLDOWNLTT19 3/4" 1 1/2" 12" 8--#10LTT20 1/2" 1 1/2" 12" 10-#10LTT20B 3/4" 1 1/2" 12" 10-#10MTT28B 3/4" 1 1/2" 14" 24-#10HD2A 5/8" 2 1/16" 12" 2--5/8" BoltsHD5A 3/4" 2 1/16" 18" 2--3/4" BoltsHD8A 7/8" 2 1/16" 24" 3--7/8" BoltsHD10A 7/8" 2 1/8" 24"* 4--7/8" BoltsHD20A 1 1/4" 1 1/2" 30"* 4--1 0" Bolts
* NOTE: Bolt embedment based onmin.conc. strength of 2500 P.S.1.
I
eMU StemWall
HOLDOWN DETAIL AT STEMWALL
Samples from
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#8 or #10 Self
;r'iIIing Screw
TYPICAL INTERIOR CORNER FRAMING
#8or#10Self Drilling
Screws
TYPICAL INTERIOR INTERSECTION
NOTE:Use #8 or #10 SelfDrilling in all cases
ALTERNATE INTERIOR INTERSECTION FRAMING
Samples from
www.AutoCADDetails.net
W.P.-----o
/Rim JoistSee Plan
/
/
------
//
/ /-------------------'c------'----------I'-----------" /
Provide total No. ofscheduled Diag. Strap
screws into Rim Joist
Diagonal Shear Wall'-------vtrap--See Schedule on
plan for size.
INVERTED CHEVRON TYPE STRAPCONNECTION TO RIM JOIST
------
Samples from
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4-#10 Screws to GirderTruss Web Member (TYP)UNO
Girder TrussWebMember
~---Heel
25TC20 Connector X 4" LongW/4-#10 Screws to HeelMember (TYP. 2 Places)
I
1
1
t1
1
1
,/,////71
I
Provide 18 Ga.Bent PI in Lieu of25Tc20 Connector
"IT
1
1
1
1
1
1
1
1
jSECT AT SKEWEDTRUSS
1
1
1
--I1
1 Edge of Top & Bottom1 I ~I...------Chord
SECT. AT 1 PERP.TRUSS
JACK TRUSS CONNECTION TO GIRDERTRUSS
Samples from
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2 Screws@eachside ofjamb
x/
/ // /
/ /
/ /
/ // /
/ /
Track Web Stiffeners@ each side ofdouble joist below
~--
jambs(screws asreq'd by design)
/ /
/ // /
/ // /
/
Plywood or~-OSB
NOTE:
Web stiffeners may not beneeded depending upon theparticular design requirements.
JAMB AT BOTTOM OFWALL
Samples from
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2 Screws @each Jamstud
Track web stiffeners @each side of double joist
~---Below Jambs (Screw asReq'd by design)
Plywood~I----
orOSB
NOTE: Web stiffeners may not beneeded depending upon the particulardesign requirements.
;;
JAMB AT FLOORJOISTS
Samples from
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Top TrackorDistributionmember
Top Trackordistributionmember
--
~
/
/~,
I 'x: /' 1 I '- "- .......I ....... I I I ""-I "'-J I
I "'''-I "I /
IIII
/~/r< I I
.....-- / I "- ~ lf i 'i- //I I /
l't,1 "-'" 'I / I
I
I
Screws as-- req'd
Multiplemembers
--
as req'd
Screws as--Req'd
Multiplemembers
~---- as req'dat jamb
JAMB AT TOP OFWALL
Samples from
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Solid blocking or X-bridging. Fitbetween first & last (2) spaces repeat ~as req'd
JOIST AND RAFTERBRIDGING
Anchor bridging tosolid blocking
Flat Strap, notchedchannel X-bridging orproprietary bridging,attach to each joist.
Samples from
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Stud
+
3--#10 Screws To Rim& 6--#10 To Joist (Typ _/
Floor JoistSee plan for size& spacingT p)
WebStiffenerssame
'14--------+- size asStud
•
JOIST CONNECTIONAT STEM WALL
StudWall
SillTrack
Cont. 16 Ga.Rim Joist(Track)
20 Gauge Webstiffener connector @
~__ each joist
Foundation/J.---- Stem Wall
Samples from
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Clip angle. 1/2"less than joistdepth (screw asreq'd)
/' /
/' /'/' /'
/' /'/' /'
/' /'/' /'
/' /'/' /'
/' /'
/' /'/' /'
,////j(
./ //./ X/' /'
/' /'/' /'
/'/'
/' /'/' /'
/' /'/' /'
/'/'
/' /'/' /'
/' /' X/' /'
/' /'/' /'
/' /'/' /'
/' /'/' /'
/' /'/' /'
/'xI
I
I
I
I
I
I
Additional I
Members -/'! /v
as Req'd.
><
Joist &Track
'-------
Header
Joist &Track
~-
Header
JOIST HEADER TO BUILD-UPJOIST
Samples from
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2 #10Screws @
r---
16" a.c.
Clip Angle, 1/2" less~- than joist depth
(screw as req'd)
Joist--,Joist &Track
~
Header
Joist
JOIST HEADER TO FLOORJOIST
Samples from
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Provide Fullbearing (full
~ width of stud~ min.)
Screw directly totop track (Min.2-#10 ea. joists)
L>~
Track-~/r-\Wall
stud
Joist, alignwith wall stud
///beIOW
~~NOTES:
1. Continuous bridging req'dbetween each joist abovewall. Solid blocking in everyother space may be used inlieu of bridging.2. When wall above, studsmust align with joists.3. Where axial load bearingmembers do not alignvertically, provide detail.
JOISTS SUPPORTED AT BEARINGSTUDS
Samples from
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Opening
~enteredin
/ web
cf,
() .........•..
··········C~)
STUDS
Top edge of peneration shall nor belocated any higher than the top edgeof the punch-out.
NOTES:
Reinforcement required forpenetrations greater thanpunch-out depth
No reinforcement required forpenerations with a diameter less than orequal to punch-out depth, except as
noted.
1. Flanges shall not be notched or cut.2. Capacity verification by design is req'd.
for any openings located at concentrated loads and bearing
ends.
JOIST, STUD OR RAFTER WED PENETRATIONS
Samples from
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WebMember
Top CordMember
5/8" Min.(TYP)
3/4"
ft"'~ :!
C - -~+,~ /:11
--(~+
1
---I I
I
DETAIL AT ~OPCHORD
Top ChordMember
NOTE:Fot Truss membercross sections
NOTE: Gusset plate may not be required if calculated number ofscrews can be directly applied to all joined webs through chordmember
Provide gusset PI to matchheavier member connectedwhere SPE (Screws per end) isflooowed by letter G (TYP)
WebMember
WebMember
BottomChord #10
Screws
Screws may be~~~- placed in two rows
as shown (TYP)
DETAIL AT BOTTOMCHORDKING POSTDETAIL
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Top Chord MemberTop Chord Member
Gusset Plate ea. side tomatch heavier member
t ~~~~~------, onnected-- See Schedule.For SPE. ( Screws per end)
When all scheduledscrews can be providedin lap---No gusset plateis required.
Web~---
Member NOTE:For Truss member crosssection
DETAIL AT TOP CHORD
NOTE: Gusset plate may not be required if calcuated number of screws can bedirectly applied to all joined webs through chord member.
KING POST W/GUSSET DTL
Samples from
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, "1m.
FAU SupportPoint (Frame)
#10 Screws~@6"O.C.
' ........-1_----1
I
----I--~
I
I
I
I
I
I
I
I
, I', ,, ,
, I ', ,
(4) 350WCS18 (Platform) I
@ approx. 12" O.C.(Center on unit)
Provide 2--2" X 16 gage StrapBrace to FAU. Frame Approx.here (Typ)
Provide 2" X 2" X 18 gage 15"LG. Clip angle W/2 #10 to each
r---platform member (Min.)-- yp.Where frame cannot be directlyattached.
Support for FAU May beover 3 Trusses.(See Mech. Plans.)
NOTE:
FAU
_______________J _
IjEe.-,I
I
I
I
I
I
I
'~--- i
I
I
I
I
I
I
I
L' ;;rt ----------------J----------------
Truss-+------:----+---
#10 Screw eachside (Typ)
MECHANICAL UNIT SUPPORTBETWEEN TRUSSES IN ATTIC SPACE.
Samples from
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<G
C#8 or #10 Screws @16" D.C. to joist or 'I 0blocking 6"
CTrack@
©
~ 3 1/2"@
Studs @© 8" D.C.
Piece of joist assolid blocking @each joist spacing
Plywood orr---DSB
StudWall
()
NON-BEARINGSOUND PARTITIONDETAILS
Samples from
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HeaderBeam asReq'd bydesign
TopTrack
x
CrippleStud
HeadTrack
xCut Web andBend as Req.
Multiple Members~- as Req'd at Jamb
Multiple Members~- as req'd at Head
OPENING HEAD DETAIL--LOAD BEARING JAMB ANDHEAD
Samples from
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Header Beamas Req'd bydesign
CrippleStud
TopTrack Connect header
~- to Jamb Studsas required
Cut Webr----- and bend as
necessary
HeadTrack
OPENING HEAD DETAIL--SINGLETRACK WITH HEADER
MultipleMembers
~- as req'd atjamb
Samples from
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Clip Angle,1/2" less than -,Joist Depth
/
:: l
lJ
OPENING IN FLOORJOISTS
Samples from
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Bend Portionof web downand fasten tojamb
Track----,
Cut track and bendto allow extension offlanges forconnection
~-Jamb
NOTE: InvertDetails forheadconditions
OPENING SILL DETAIL--SINGLETRACK
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Cont. 2" x 20 Ga. Strap--Attach toeach Truss W/2-#1 0 Screws (TYP)
NOTE:For Truss membercross section
Cont. 20ga. DeepLeg Track Fascia
See Arch Drawings for finishfascia condition &position
C)Top Track (TYP)
Exterior~----Studs
(TYP)
Truss
OVERHANG DETAIL---FLATBOTTOM CHORD
Samples from
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Cont. 2" x 20 Ga. Strap--Attach toeach Truss W/2-#1 0 Screws (TYP)
Vertical Strut Member
Top Chord
NOTE:For Truss membercross sections detail
(~\
\
\\
\\
\
\ )v
/ / " / Bottom Chord to top//~/ plate connection
Cont. 20ga. Deepeg Track Fascia
Vaulteds BottomChord Member
Top Track (TYP)
Exterior~----,Studs
(TYP)
See Arch Drawings for finishfascia condition & position
OVERHANGDETAIL---SCISSOR TRUSS
Samples from
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Track
16 gao bent plate X3" long W/6-#10 to
~I-----:- track (TYP. at ea.Anchor BlT)
,,
i 0
Stud~-Wall
Cont.
?TraCk
16 gao Cont. RimJ'~-----L"~~ ~_•• _ Joist (track)
. 5/8" x 10" A.B. @ 4' a.c. & within 12";.---_ of ends &corners (Typ. except as
otherwise shown or noted)
E.N. Plywd.to BlK
PlywoodShtg.
JoistSee Plan
20 gao Blk'g @ 24"
c:::o.c. See Pg. 667
(x) .-...... :2:
•/ // // /
• E.N./
CMU / Plate
StemWall / Washers•we, .-~:2:
~ •
PARALLEL FLOORJOIST TO STEM WALL
Samples from
www.AutoCADDetails.net
Stud-
~--Track
Screweach
~-Flange
/'/ /'~
/ /// '//
/ ///' //
/ ///
/' //'/' /
/ I /' S eathing:;:/;:/ (OSB or/ I ~ Plywood)
j II
I'I
III
Joists---'" ,
2 Screws @each stud toeach joist belowSHT'G edgescrew--to interiorjoist
Clip Angle @48' o.c.--Screw __,to joist as req.
ExteriorSheathing
Sillsealer/caulkingeneath Track)
Expansionor AnchorBolt
Foundation Stem-Wall
PARALLEL FLOORJOISTS @FOUNDATION
Samples from
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Stud Align withfloorjoist below
Screws or boltsas req'd J~
Sill- Track
Sheathing(OS8 orPLYWOOD)
Joist-- Alignw/wall studsbelow (TYP)
Screws ateachflange
RimTrack
x
Top /lJ-Track ~
2"
WebStiffeners
NOTE:In order to facilitate the attachment ofdrywall which must extend to theunderside of noor sheathing, blockingmust be provided between each joist.
Stud underea. joist(TYP)
PARTY WALL AT LOAD BEARINGWALLS
Samples from
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Align joist& Rafterover wallstud below
Wall
(TraCk
/
Rafter orTop
~---Cord
\\
\\
\
\\
" i-\\'1\" "-I ~~
-------~~--: "I \
\\
\
ContinuousBridgingas Req'd
ClipAngle
Joist or bottomchord connectedto rafter
Distribution memberwhere joist do notalign with studsbelow
Wall~Stud
RAFTER EAVEDETAIL
Samples from
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Rafter orTopCord
Continuous~__ Bridging
as Req'd
Joist or Bottom'------ Cord
For~--Connection
See RafterEave Dtl
I-----------WallStud
I~-------------------- /~---
I
I
I
I r,:----~I ,
I 'I
Soffit Framing asReq'd
Continuous AnglesFasten W/Screw@ each member(TVP)
RAFTER EAVEDETAIL
Samples from
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Rafter orTopChord
Wall14------Stud
Continuous~_Bridging
as Req'd
Joist orBottom Chord
For Details'--------~after Eave
Dtl
I
I
I
I
IL
Continuous AnglesFasten W/Screw@ each member(TVP)
RAFTER EAVEDETAIL
Samples from
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ContinuousAngle fastenw/screws ateachmember
EAVE RAFTERDETAIL
+
NotchRafter asReq'd
Samples from
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Continuous Anglefasten w/screw ateach member
,----I
1+I
/ / + II
RAFTER EAVEDETAIL
ClipsasReq'd
Samples from
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Screws asReq'd bydesign
/
//// Continuous////~ Channel Bracing
as Req'd
RAFTER TODIAGONAL BRACEDETAIL
Samples from
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20 gao bent plate
cant. wI #10 screws@ 6" O.c to track
notch over rafters(TVP)
350T20---,
/~( \
\ \\ \
\ \\ \
\ \
\ \\ \
\ \
See Drawing for /\/\
Finish FasciaCondition
Cant. 20gao Track
8- #10 Screwsto Rafters(TVP)
-----Roof Sheathing
350WCS16 Connector W/3 #10-----------Ycrews to Rafter & 3 #10 to Top
Track (field bend web as req"d)
"------Top Track
o,14---------L..xterior Studs (TVP)
RAFTER WITH REDUCEDSIZE OVERHANG
Samples from
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Joist &Trackas RidgeBoard
ClipAngles asReq'd @each side
Rafter
+///I.......~~/
/ // /
/ // /
/ // /
/ // /
/ . // /
/ // /
/ // /
/ /
/ Align /Rafters
Rafter-
RAFTER BOARDDETAIL
Samples from
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Screwsby Design /
//
//
ContinuousChannel
,_ Bridging asReq'd
Cope Flanges ofone Top Chord forLap
RIDGEDETAIL
Samples from
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Rafter or,-------Top Chord
+
Clip Anglebetween MembersScrew as req'd bydesign
~JOiS10rBottom Chord
~---Wall Stud
Sheathing-__~/
/Soffit Framingas req'd.
Continuous Angles ~
Fasten w/screws @~
each member (TYP)''''",,,'\... + _ ~-:;~--------------v/
ROOF EAVE AND SOFFIT
Samples from
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AngleasReq'dfor eave BD.
Rafter
Provide continuous Rafterbridging over wall or solidblocking @ every other space.
t
~ Clip Angle~ ~ (screw as Req'd
by design)
WallStud
ROCATHEDRALCEILING
Samples from
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Rafter orTop chord
Align joist & rafter
over wall stud below
--Wall Stud
Clip Angle---~
Continuousbridging asreq'd
Distribution MemberWhere joist do notalign with studs
below
Joist orBottom chord ----connected torafter
ROOF EAVE
Samples from
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Plywood or/,--0.S.8.
L.J"
/////////////////////////////////////////~///////////////////1
If 1
Rafters orTop-
....._1---- ChordIII
III
IIII
: -l J LL
: 1.. IIII II I
I II II I
I II II I
ScrewsasReq'd
---
Full HeightStudsFrom Floor toroof
NOTE:Provide bridging atceiling joists and rafters.
ROOF GABLE ENDAT CATHEDRAL
Samples from
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Screwsas Req'd
I I I
I I I
I I I
Plywood--
or O.S.B.
Ceiling Joists~-------r
or Bottom Chord
Screws------j--+---
as req'd
~--Wall StudsNOTE:Provide bridging atceiling and rafters.
ROOF GABLE END
Samples from
www.AutoCADDetails.net
Align vertical webover wall stud
~------'-below
Screw bydesign
ClipAngle
- --I1+-1
1 11 1
1 1
1 1
1
1
ROOFSCISSORSTRUSSBEARING
//
//
/
Continuous~~channel
bridging
Samples from
www.AutoCADDetails.net
Angle as
req'd for \eave BD.
ForConnectionsee raftereave detail
NOTE:Where axial load bearing membersdo not align vertically, provide
detail.
Screws bydesign
I
I
I
I~
Continuous channelridging as req'd.
~ Align vertical web
~verwall studbelow
ROOF TRUSS BEARING
Samples from
www.AutoCADDetails.net
43/4"
3--#10 ScrewsBetweenTrusses--TYP RIM
r---- JOIST To Top Track
2 Layers5/8"GYP.Board~
TRUSSTOPCHORD
TRUSSBOTTOMCHORDc
//
~/Cont.TOPTRACK
PCE> 25Tc20 W/4-#13SCREWS Thru GYP. Board intoSTUD & 2--#10 each side toWEB (TYP)
3 #10 Screwsto TOP
,--------- TRACK (TYP)
TRUSSTOP
~-CHORD
Cont. 20gageRIMJOIST
2-#10SCREWSeachSideChord
TopTrack
15TW20 @ eachTRUSS BRG.(TYP)
CONT. 2"x2" 20Gage Angle W/1-#1 0Screws each TrussEach Leg (TYP)
ROOF TRUSS CONNECTION AT PARTWALL
Samples from
www.AutoCADDetails.net
Joist--,
Clip Angle(Screws asReq'd) by design
p//----Ratter
'\
\
\~\
\
\
Wall Stud-~
Align Joist &Rafter--
over wall stud below
r----Wall Track
ROOF TRUSS EAVE
Samples from
www.AutoCADDetails.net
Web Member
Provide gusset PL tomatch heavier member-----+----~connected.
-t + +t + t +
Bottom Chord
NOTE:FOR TRUSS MEMBERSECTION DETAIL
Web Member
t+
#10 Screws
3/4" (TYP)~
Provide #10screws eachchord member
DETAIL AT BOTTOM CHORD
SCISSORS TRUSS BOTTOMCHORD DETAIL
Samples from
www.AutoCADDetails.net
Screws By Design
See RafterEave Dtl
NOTE:
Where axial load bearingmembers do not alignvertically, provide detail
'\ Continuous~ridging as
Req'd
Align Vertical Web
over Wall Stud below
SCISSOR TRUSS ENDAT EXTERIOR WALL
Samples from
www.AutoCADDetails.net
Gusset Plate eachside to match heaviermember connected.
~~
/ / ~Web ~ ~
Member
/-,3/4" (TYP)
Web Member
1~-------,#10 Screws (TYP)
~--+--------'BottomChord Member
Provide #10 //Screws eachchord member
DETAIL AT BOTTOM CHORD
NOTE: Gusset plate may not be required if calculated number ofscrews can be directly applied to all joined webs through chord
member.
SCISSORS TRUSS WITH CLIPPED CEILING DETAIL
Samples from
www.AutoCADDetails.net
Plywd Fld.Shtg.
DBL.STUD
xX / X
X
~Diag. Strap.
Cross Brace
attorn Track
PCE. 350WCS20STUD W/3--#10 ToJoist BLK.
BLK'GSee Plan Extend Gusset Plate as shown & add screws
to Blk'g joist or beam. (Blk'g shown). Screwsize & Qty. to match schedule 1/2 (B + C)
SECOND FLOOR SHEARHOLDOWN TO FLOOR JOIST
Samples from
www.AutoCADDetails.net
-----rr--------------
FloorJoistSee Plan
BottomTrack
Diag. Starp &Gusset Per
/1---Del.
DBL.Stud
I II II II I
"'II ~
++1++11
+11+ +++"
Use PlateWashers UnderNuts (Typ) ~
Cut hole in Track & Floorsheathing ( 1"-O")
DoubleStud
Scheduled Anc or Bolt(Threaded Rod)
Simpson Type "HD" Holdown_ Above & Below Floor-- See
PlaIl for size.Scheduled Stud Bolts
'-------_ (Typ)
SECOND FLOOR SHEARWALL HOLDOWN DETAIL
Samples from
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Cut hole intrack & floorsheathing (2")
Double studin-fil w/4--#10Screws to strap
DoubleStud
DoubleStud
Diag. Strip
--y~/_ &GussetI Per Del.
x Bottomx
x / Track
SECOND FLOOR SHEARWALL STRAP TIE HOLDOWNDETAIL
Samples from
www.AutoCADDetails.net
DBL.Stud
Cut hole inTrack &Floorsheathing(2"-0")
)I
/
Diag. Strap&GussetPer Del.
BottomTrack
FloorJoist
~-----+------See Plan
I
I
I
I
I
vI
I
DBL.Stud
-
f------------rr--,---------,-. ++++++++
++ +++++++-----
x \ I Bottomx x 2" 6 G~ Track
x " x Strap wI (V)x Screws each
end perx schedule
Diag. trap&Gussetper Del.
SECOND FLOOR SHEAR WALL STRAPTIE HOLDOWN DETAIL (ALTERNATE)
Samples from
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\rEoNo 2"x4" Outrigger 24"
O.C.
/ -
l. I j
I~<II2x
Lord '-----
FASCIA
162SS25 X4" W2--#10 T&B into& 2--#10 into Ch(TYP)
2"x4" Blocking BetweenOutriggers
Top Ch rdAdjacentTRUSS
~ WEB InFiII @~ 24" O.C. (TYP)
250T20 Diag.Brace @ eachOutrigger(TYP)
TopTrack
-""""---J.......~ End (Or Rake)Wall TRUSS
#10 Screws @ 12"O.C. to TOPTRACK
Exterior~--STUD
Ext._..---Finish
SECTION AT RAKE WALL TRUSS WITH WOODOUTRIGGERS
Samples from
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2--#10 ScrewsTo Top Chord(TYP)
20 Gage Track BetweenOutriggers W/#10 Screws At12" O.C. to Top Chord
E.N. 20 Gage Track Outrigger (ToMatch Chord Depth) @ 24"O.C.
----t-1U
Cont. 20 Ga. DEEP LegTrack Fascia
\Eave
--Soffit
~Web Infill @24"O.C.
CopeAs + +Req'd T+ +
2"Top ChordAdjacentTruss
1
11
~ 250T20 Diag. Brace @I I~ each Outrigger (TYP)
Exterior~--Stud
#10 Screws@12" O.C. to TopTrack
CLG.
_____----:;:-::-::-_L_in_e ---.-r_L..::f~, End (Or Rake) WallT~ ~~~Track
Exterioro-----Finish
SECTION AT RAKE WALLTRUSS
Samples from
www.AutoCADDetails.net
Strap
1--#8 or #10 SelfDrilling Screw toeach stud
DETAIL
---------I@
Double-----j~1
Stud
w
Gusset Plate W/#10 Screws tostud 
 screws to track (asreq'd by design)
Diagonal Strap w/#10 screws to~ plate (as req'd by design)
+ ++ I + x:+ + x:
+ I +H ~ Track NOTE: GUSSET PLATE---+-_, I OCCURS AT BOTH ENDS OF
+- + + + STRAP (UNLESS DETAILEDOTHERWISE)
GUSSETDETAIL-----@
SHEAR PANELBRACING
Samples from
www.AutoCADDetails.net
#10 Self Drilling ScrewsTo Double StudSee Simpson catalog forNo. required.
Gusset~Plate
~
~ ~ Shear~ ~Strap
:w~~
~
~ #10 Self Drilling/Screws
/ (Typ)
~
ContinuousSill Track
DoubleStud
I I ~
I I ~,I II
~<~f.....
f, /~ /~ /
~ /~ /~ /
~impson ~/
HofooV\ln~I
I
HoldownAnchor Bolt
SHEAR WALL GUSSET PLATE& HOLDOWN ASSEMBLY
Samples from
www.AutoCADDetails.net
Lateral Stabilitystrap as req'd bydesign
Joist------.I
Screw toeach Stud
Bottom Track asreq'd to transferloads
l downBelow
Multiplemembers as
~--
req'd at ends
[Gusset Plate asreq'd by design
Holdown may belocated on oppositeside of DBL. stud.
Holdown & Anchorbolt as req'd
Sheathing
~__ Blocking
, Top Track as req'd~ to transfer loads
Additional stiffeneradjacent bolt to allowpretensioning of bolt
SHEAR WALL HOLDOWNAT SECOND FLOOR
Samples from
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Lateral stabilitystrap as req'd bydesign
Multiple memberas req'd at ends
Screw track~-
to each stud
NOTE:Strap forces may requireadditional stiffening of thebottom track.
l1/t >(>(
t >< >(
>( >( Bottom Track as req'd to>( >< transfer loads
x >( t Gusset Plate as~ l Req'd-r
\ Screws as~Req'd
tl1 1
1 1
1.1
1 1
LJ
Holdown may belocated on oppositeside of DBL. stud.
SHEAR WALLHOLDOWNAT BASE
Samples from
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12" 12"
HD Anchorwhereoccurs \
Studs@24"O.C.
+DoublJamb Stud(Min.)
PLANA
WCS16 TrackBlock X1'-10" W/anchor bolts. per
- anchor bolt schedule (2shown) see plan
<J d
WCS16 (Same,-+-l-j-- Depth as wall
stud BLK'G)
Strap----..I C~WCSStud ----a+___+_
GussetPlate
whereoccurs
(Same as planA except asshown)
PLAN B
(Mm.)
-
I
el) 1- - .~+I I I
/].L .L
Double Double
Jamb Stud Holdown~
<J
SECTION
SHEAR WALL TRACK REINFORCEMENT ANDANCHORAGE
Samples from
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Clip Angle attach to joist or stud &blocking w/screws (Typ)
NOTE:1. Where blocking material thickness allows,notch and bend track 90 deg. for connection.
2. Where provisions are provided for transferof flange forces to solid blocking. Blockingneed not be the full depth of the member.
SolidBlocking
Clip Angle attacto joist or stud &blockingw/screws (Typ)
SolidBlocking
Alternateconnection-see note
JOISTS ORRAFTERS
STUDS
SOLIDBLOCKING
Samples from
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I Provide scheduled Top~~_& Bottom Gusset plate in
I / one piece1/
Strap
DoubleStub
~+++
x ++x ++
=-------"'"'_-=--_-=--_--=----=-~-L+_; +__+-+--__F_i_ni_sh_e_d_F_lo_o_r~/ / / / /
BottomTrack
At interior wallswhere floor iscontinuous throughconn.
Double/Stud
~-
x XX X
X XXI
/L --,L------+-rr-I---I
I
I
I
St a occurs only Iwhere shear wall is I
present U
Strap
TopTrack
/ / / / /
+++++++++++++++
STACKED SECOND FLOOR SHEAR WALLWITH COMMON GUSSET PLATE
Samples from
www.AutoCADDetails.net
"
\
I/
/~~..................... / /
/ /
/ /
~ ill=ill / / / " , \/ / \
/ L/~~,-----,-----~~~~~ E.N. (Edge Screw/ /~~~~~~~~~I~ ~__ \ )/ Plate Plwood \0 track
/ \
; ; Washer ~ \/ 16 gao Bent PJate x 3" ong \/ W/6--#10 to track (Typ.at ea. I
~ Ane. BLT) "\ \ ,:
\ Track /\ /
\ /\ /
\ /\ /
\ /\
Stud,--Wall
Cont.-~----+,,----- - Track
16 gao Cont Rim Joist(Track)
5/8" X 10" A.B. @ 4' D.C. & wit~lin 12"of ends & corners (Typ. except as
1---
otherwise shown or noted)
=-111=111=11
STEM WALLDETAIL
/_/
FloorJoistBeyond
CMU StemWall
Sill Track Anch. (12" x 11/2" Screws @ 12" D.C.)
PlywoodShtg. Samples from
www.AutoCADDetails.net
TopChordMember
5/8"Min(TYP)
~WebMember
DETAIL AT TOPCHORD
OTE:For trussmember crosssection
NOTE: Gusset plate may not be req'd if calculatednumber of screws can be directly applied to all joinedwebs through chord members
STEP DOWN TOP CHORDDETAIL
Samples from
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15TW20 Web StiffenerW/2-#10 Screw each(TYP)
Truss TopChord
Truss BottomChord
~Stiffe r(TYP)
Cant. Top~-++-t---+--Track
21/ "
25TC20 SolidBlockingW/4--#10each BLKToTracl
4--#10 Screwseach Truss Chordto Top Track (TYP.Conn.)
TrussTop,Chern
/
Stud----/
2-#10Screws eachside
TopTrack
Cant. 2" x 2" 20 gage Angle-------w/2--#10 screws each Truss
each Leg (TYP)
TOP CHORD BEARING FLOOR TRUSSDETAIL
Samples from
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3-#10 Screws Betweenr---Trusses--TYP. Rim Joist to
Top Track
4--#10 Screwseach Truss Chord
~-
to Top Track (TYP.Conn.)
Truss,------Top
Chord
Truss BottomChord
Cant. 2" x 2" 20 gage Angle'----------\AI/2--#10 screws each Truss
each Leg (TYP)
Cant. Top"------++-t---+-~Track
I
I
I
10I
I
I
21/ "
25TC20RimJoist
TrussTop
rChord
Stud--
2--15TW20 InsertsW/1-#10 Screw each(TYP)
TopTrack
2-#10Screws eachside
TOP CHORD BEARING FLOOR TRUSSDETAIL
(ALTERNATE)
Samples from
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Sheathing
CopeFlange ofcrossstud
Screws asReq'd
Joists
Section of stud forcross member asreq'd to brace wallscrew as req'd
Non-loadBearingWall
TOP OF NON-LOADBEARING WALL TOPARALLEL FLOOR JOIST
Samples from
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Double joist section as req'd bydesign when studs do not align withjoists below. At exterior walls,continuous joist track may besubstituted for one joist section
oo
o
Distribution member as req'd. bydesign where joists and/or studsdo not align with studs below mayeliminate the need for thedistribution member
Screws asReq'd
AlternateDetail forFiller Stud
TOP TRACK LOADDISTRIBUTIONDETAILS
StudAbove
Joist
StudsBelow
Samples from
www.AutoCADDetails.net
~+++++J -+++++~++++++ ++++++
- -
PLAN#10 screws--Number req'dby design each side splice (Typ)
TopTrack
TopTrack
~\ Insert same size as studto match track gauge
SECTIONTOP TRACK SPLICEDETAIL
Samples from
www.AutoCADDetails.net
2 Screws @each Stud(Track toTrack)
x
x
NOTE:
Joint Must be Braced Diagonallyor Horizonally to the NearestRoof or Floor Framing Member.
TRACK TOTRACK DETAIL
Samples from
www.AutoCADDetails.net
-c--
L
2--#10 Screws Each Side
)</~Track
~~~=po+...-~~~r~
0\I.)<~ \ Bend Flange as- V Req'd
I
/
(Roof Sheathing W/#10 Screwsat 6" O.C. to BLK'G (TYP.
UNO) ;///\350T20 X Length of ShearWall--Notched Over TrussTop Chord WI 2--#10 Ea.
,------ TrussTruss Heel orWeb Member
+ c,c c+ c
x x + ++ +
Shear WallStrap
Top-Track
Track(TYP At Alternate
~ Bays)
Bend Web & ScrewTo Top Track
~-----\\\---W/2--#10
~~~==
\ /
TRUSS BLOCKINGDETAIL
Samples from
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SECT. TSTUD
Cont. 20 gao late attach totop chord W/2 #10 screws ea.(TYP)
NOTE:Vertical Heel Member may bescrewed directly to stud withoutthe use of a connector
RoofSheathing
Top ChordMember
Cont. 20 gao bent PI-------j-'----------"----~~ Angle W/2--#10 each
StudlTruss Location
0::oLLW...JLLo0::a..enen::>0::I-WWen
E.N~
Cont. 20 gaoFasciaTrack
Cont.TopTrack
Exterior Studs(TYP)
HeelMember
~~=//~ PCE25TC20 W/4-#12 to Stud& 3 # 12 to each Side Vert.
r---- Strut
Bottom Chord+ Member++-t-
TRUSS CONNECTION TO FACE OFSTUD
Samples from
www.AutoCADDetails.net
Cant. 2 x 2 x 20 Ga. Bent PLAttach to Top Chord W/2 #10 Screws (TYP)
#10,@6" E.N.
See russProfil forHeelDime sian
Can. gaoFasciaTrack
RoofSheathing
Top Chord/Member
/
Bottom Chord,--Member
Vertical Strut"---------+_ Member
Truss'--------_+__ Connection
Cant.Fascia
Header- SEEBeam Schedulefor size
TRUSS CONNECTION TO HEADER---RAKEDFASCIA
Samples from
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Cant. 2 x 2 x 20 Ga. Bent PLAttach to Top Chord W/2 #10 Screws (TYP)
#10,@6" E.N.
Roof,-------_ Sheathing
Top ChordMember
See TrussProfile forHeelDimension
Cant.Fascia
Bottom ChordMember
Header- SEEBeam Schedulefor size
TrussConnection
TRUSS CONNECTION TO HEADER---ZEROOVERHANG
Samples from
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~--Rafter
Joist-~~
Clip Angle(Screw asreq'd bydesign)
Align joist &~- Rafter over wall
stud below
Wall~Track
WallStud
TRUSS EAVEDETAIL
Samples from
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Screws ByDesign
TRUSS END @EXTERIORWALL
AngleasReq'd forEave BD.
SeeRafterEave Dtl
NOTE:Where axial load bearingmembers do not align vertically.See top track load distributiondtl.
~
~ ~
~ ~ ~ ~ Continuous~
~~~ Channel"----_~_~~__ Bridging as
~
req'd
Align verticalWeb over Wallstud below
Samples from
www.AutoCADDetails.net
WebMember
Provide gusset PL to matchheavier member connectedwhere SPE (Screws per End) isfollowed by the letter G (TVP)
Top ChordMember
5/8" Min.14---- (TVP)
~------'- NaTE:For Truss membercrosssection
WebMember
DETAIL AT TOPCHORD
NOTE: Gusset plate may not be required if calculatednumber of screws can be directly applied to all joined websthrough chord member.
WebMember
BottomChordMember
-~/~~~r"/#10Screws
/~ crews May be placed~ in two rows as shown
(TYP)
DETAIL AT BOTTOMCHORD
TRUSS WEB CONNECTIONDETAIL
Samples from
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Fasteners
12- #10Screws
Q
Q
Q
Typical CS InstallationFloor to Floor Tie (CS16)
(Light Gage SteelConstruction)
Samples from
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FASTENERS Min. Footing SCREWS
S/PAHD42 6" 7- #10 0
S/PAHD42 8" 7--#10 00
6"0
S/MPAHD 9--#10 0
0
S/MPAHD 8" 12--#10 0
0
S/HPAHD22 6" 10--#10 0
0
S/HPAHD22 8" 12--#100
0
6"0
HPAHD22-2P 10--#10 00
HPAHD22-2P 8" 14--#10 00
00
00
0
[S;;I>
4"'------ Slab
8" from'+---- Corner
Typical HPAHD22 Double Pour EdgeInstallation--(Light gage SteelConstruction)
Samples from
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Fasteners
,----------- 6-#10
Screws
Typical L5D InstallationReinforcing & SkewableAngles (Light Gage SteelConstruction)
Samples from
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Fasteners
12-#10Screws
Typical LTS Installation Truss to SteelStuds(Light Gage Steel Construction)
Samples from
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Fasteners
4-#10Screws
Alternate MAS Installation(Light Gage SteelConstruction)
5" Min length channelw/2-#8 screwsSamples from
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Fasteners
A21-------4-#10 ScrewsS/A23---4-#10 Screws
art{)
Typical S/A 23Installation(Light Gage SteelConstruction)
Samples from
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Fasteners
To RaftersTo PlatesTo Studs
3-#10 Screws3-#10 "1-#10 "
Typical S/H1 Installation(Light Gage SteelConstruction)
Samples from
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Fasteners
S/H2.5To Rafters-------4-#10 ScrewsTo Studs---------4-#10 Screws
Typical S/H2.5 Installation(Light Gage Steel Construction)
Samples from
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Fasteners
To Rafters------2-#10 ScrewsTo Plates-------2-#10 Screws
TypicalS/H3 Installation
(Light Gage Steel Construction)
Samples from
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o
oo
o
oo
o
Fasteners
Anchor Bolts----7/8"Screws------------24-#10
Typical S/HD8 Installation(Light Gage Steel Construction)
Samples from
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Min Footing Width Screws
One #4 Rebarin shear cone(min rebar length is le+6")
1/2" from corner---~
S/PAHD42~---S/PAHD42
S/MPAHDS/MPAHDS/HPAHD22S/HPAHD22
)
Fasteners
6"8"6"8"6"8"
4-#105-#104-#106-#105-#107-#10
Typical S/HPAHD Single PourCorner Installation
(Light Gage Steel Construction)
Samples from
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,----4" Slab Thickness
Fasteners
Min Footing Width
S/PAH042 6"r------S/PAH042 8"
S/MPAHO 6"S/MPAHO 8"S/HPAH022 6"S/HPAH022 8"
1/2" distance from~--+---
corner
Screws
4-#105-#104-#106-#105-#10
7=#10
Typical S/HPAHD Double Pour CornerInstallation---(Light Gage Steel Construction)
Samples from
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Fasteners0
0Min Footing Width Screws 0
S/PAHD42 6" 7-#10S/PAHD42 8" 9-#10 0
S/MPAHD 6" 9-#10 0
S/MPAHD 8" 12-#10 "0
S/HPAHD22 6" 10-#10 0S/HPAHD22 8" 14-#10
0
0
0
0
Typical S/HPAHDSingle Pour Edge Installation
(Light Gage Steel Construction)
Samples from
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Fasteners
Bolts ScrewsSILTT20 1/2" 6-#10S/HTT14 5/8" 16-#10
Typical S/LTT, S/HTT
Tension Ties
(Light Gage Steet Construction)
Samples from
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1 3/4" Min. Edge
Distance
Install SSTB before the concrete pour using a MK(hold down). Install the SSTB diagonally atapproximately 45 deg. from the wall. Install one #4rebar 3" to 5" from the top of the foundation.
Min. concrete compression strength is 2500 psi.
SSTB is suitable for monolithic and two pour
installation.
~4 6" Min. 8" for 7/8" dia.A---=-+-
SSTB
TYPICAL SSTB INSTALLATION FORCONCRETE FOUNDATION
Samples from
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NOTE:
Before concrete pour, Install diagonally atapprox. 45 deg. in the cell.
I II
I II I
J)/
'"'" '"'" '"'" '"'" '"'" '"'" '"'" '"'" '"'" Jc:
Install one #4 horizontal rebar approx. 12"from the top and #4 vertocal rebar min. 48"
O.C.
Grout all cells with min. 2000 PSI concrete.
'"
'" :: '" >ccccccc>. I"'::'" II'" '"
'" '" I'" '"'" '"'" '"'" '"'"
TYPICAL SSTB INSTALLATION FOR GROUTEDCONCRETE BLOCK
Samples from
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Stud must fit tightagainst track webbefore being screwed
Cant. Sill--~
Track
~--Stud
r-----Track Web
Track~-'Flange
#8 or #10 Self Drilling~-
Screw each side
TYPICAL STUD TO SILL TRACKCONNECTION
Samples from
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Typical T8 I(Light G nstalJation
age Steet Construction)
Samples from
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SEE PLAN
screws.~""~,Lconnection, use #8 screwsself taping ea.side
(Romex) is used (TYP)
TRACK SPLICEProvide double studs underI "",~...._._.)
JA(/ - -.."\ PLATE LINE
III , I
~ - /
III
Provide End --'
l, «
ID
C--r--biocking as req. ::::l
Jaw
I l-
IJ:
,=- = -- ==f '\ ~- -- -- --- --1: --f iii7- - -- -- --- --c__
IJ:
/
~--'
/w
I E- zI ~
/
III --'
// «
/ 1/ ~ I} ::::l
IICable a
C1----- (Romex)w
I r~II / /~ ,
/I
I,~ - / ~Typ. electrical outlet or
Provide plastic grommet in pre-punched switch box attach to
hole where non-metalic electrical cable metal stud W/2 #10
E
Provide Cont. Horiz.strap @load bearing walls over 12'-0"high only or as shown on panel
elevations.
31/2" x 20ga .31/2" x 20ga.3 1/2" x 20ga.
(2) 3 1/2" x 20ga.2"x 16ga.
31/2" x 20ga
MARK
ABCC1DE
SCHEDULE
DESCRIPTION QTY
Top TrackBottom TrackStudDouble StudStrap
Blocking
SIZE (*)
*
NOTES:
Member sizes shown in this detailare typical except as otherwiseshown on the plans or specificpanel elevations.All studs shall be spaced at 24"O.c. except as shown otherwise
and as noted below.
Load bearing studs shall bespaced so as to fall directly under
roof trusseslrafters or under floorjoists.
TYPICAL WALL FRAMING ELEVATION
Samples from
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I
II II
Window Opening,
Where members above do not,-------align; provide added vertical
members.
Bridging--~
/I~
/// 1/
1/ I~1/ /
" I~/ I~
/ /1/ 1
/
1\
II
Header Beamocated at joist orrafter bearing
1/
1/1// /
/ I~
1/
Jamb studntinues to
foundation
\
Latenal stability bracing both studflanges as req'd.
NOTES:
#10 screws)
1. Joists align over wall studs (TYP)
2. Jamb members must be carried down allwalls to foundation. (TYP)3. Stud web penetrations, SEE pg 678.4. Headers for openings may be locateddirectly above openinf or at joist bearing.When located at window head, cripplestuds must be tightly seated for full bearing.
TYPICAL WALL FRAMING ELEVATION---2 STORY
Samples from
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+
RadiusPer Arch. Plan
20 gage Arched-Track-- Notch as
req'd
~~~eam/Header
TYPICAL ARCH OPENING DETAIL
Samples from
www.AutoCADDetails.net
Use STD Track nearest to 2X member width (U.N.a.)
,------- use schedule track atheader
Use STD Track nearest to 3I X member width (U.N.O.)
Use STD. Track nearest to 4I X member width (U.N.O.)
See Planfor
I~"-----membersize
\
20 gageDEEP LegTrack-Typ.U.N.a. (T&B)
#10 Screws@12" a.c. eachside (Typ.T&B)
(2) #10@12"a.c. ---~
SeePlanformembersize
#10@ 12"a.c. each side(Typ. T&B)
20 gage DEEP LegTrack --Typ.(U.N.a.)
#10@ 12"a.c. each side(Typ. T&B)
Turn bottomtrack down atheader
BEAM/HEADER BEAM BEAM-----@ ---@ --~©
TYPICAL BOXED HEADER AND BEAMDETAILS
Samples from
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SECT. I T
STUD +
NOTE:Vertical Heel Member may bescrewed directly to stud withoutthe use of a connector
RoofSheathing
Top ChordMember
E.N-~
I~ I
/i)0:: Top Track I +0 W/Skewed Flanges I I
I +LL Iw (TYP)
I II +....J
LL I0 I I
I0::I Ia..
enIen
::>I0::
l- Iw Vertical StudwMember Ien
L_
Exterior Studs(TYP)
PCE 25TC20 W/4-#12 to Stud& 3 # 12 to each Side Vert.
~----- Strut
Bottom ChordMember
TRUSS CONNECTION TO FACE OFSTUD
Samples from
www.AutoCADDetails.net
TopTrack Beam
Stud
\ See PlanA, ,A/ for size
II
/1+1
1- -
I I.- 1
1 1 1+ +1
l- f- - /1/
Full Height Studl- f- - -t
~ with 4- #10 (Typ) eI- -tf- - side)l- f- I L -t
-I - - - - - - - - - Fill with Studs perT +1 1 1 1 1
plan1 1 1 1 1
Track 1 1 1 1 1
1 1 1 1 1
~1 1 1 1 1
1 1 1 1 1
1 1 1 1 1
1 1 1 1 1
I I I I I
ach
Member (Typ)
then Bend UP \\ .. Beam
I I II + II + I
I II I
: + II + :1 II 'I
\ 2 #10 ea. Beam
Notch Flange ofTrack
PLAN SEC.A-A
TYPICAL DROPPED BEAMTO WALL CONNECTION
Samples from
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Non-MetalicElectrical Cable(Romex)
Provide Plastic Grommet- in Prepunched hole in
stud web (Typ)
Zip Tie to~
stud (Typ)
Stud. SeePlans forreq'd size.
#6~Screws
"
Flange ofstud Electrical Box wI
outboard'-------
attachment flanges
TYPICALELECTRICALATTACHMENTDETAIL
Samples from
www.AutoCADDetails.net
TrussWeb
/ Connection
-"
Indicates Top Chordat step-down truss(where occurs)
KingPost
/oeleil
\
-, King~post
Detail
SlepDown TopCordOeleil
~
TrussWebConnection
IndicatesBottom Chordat ScissorTruss (WhereOccurs)
OverhandOIl-FiatBottom
/D~h=;:===============+======±:::::="=;=========:::':'::"'======:::::==":::::t:~~\_-------=a-,/
o
NOTE::Where shear wall occursBelow and heel dimensionExceeds 10"--Frame trussTo inside face of stud &Connect per detail Ref.
SCHEDULE
MARK DESCRIPTION
A Bottom ChordB Top ChordC WebD Heel
QTY SIZE
25TC2025TC20
15TW2015TW20
TYPICAL GUSS TRUSSELEVATION
Samples from
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TypC:]1 Truss::;, DlCD CD Gusset
NOTE::Where shear wall occursBelow and heel dimensionExceeds 10"--Frame trussTo inside face of stud &Connect per detail Ref.
King Postwtgusset
-~I . \
'.. _.. \ KingPost
SCHEDULE DtlMARK DESCRIPTION QTY SIZE
A Bottom Chord 25TC20B Top Chord 25TC20C Web 15TW20D Heel 15TW20
TrussWebConnection
Zero
lOtH Dti
" \I
D
TYPICAL GUSS TRUSSELEVATION
Samples from
www.AutoCADDetails.net
20 Ga.Bent PlateRidge
____ SLOPE SLOPE:- __
Truss--20 Ga. Bent Plate
jHiP~=====-=---====-----==-=====;;~~:====~/~=-=====--=-----=====- - /
Girder Truss May Occurat location than thatshown 2A +
F~t2fOPCHORD
Edage of_Plywood
Step Down GirderTruss
turned down lip ofGirder TrussChord (TYP)
HipTruss
SLOPE
I
TYPICAL HIIP ROOFPLAN
Hip
/ Truss
Samples from
www.AutoCADDetails.net
Holdown A.B DIM DIM FASTENERSSIZE "A": "D" 8--10
LTT19 3/4" 1 1/2" 12" 10--10LTT20 1/2" 1 1/2" 12" 10--10LTT20B 3/4" 1 1/2" 12" 24--10MTT28B 3/4,1 1 1/2" 14" 17--10HPAHD22 10" Min 2-5/8" BLTSHD2A 5/8" 1 1/2" 12" 2-314" BLTSHD5A 3/4" 2 1/16" 14" 2-7/8" BLTSHD6A 7/8" 2 1/16" 15" 3-7/8" BLTSHD8A 7/8" 2 1/16" 15" 4-7/8" BLTSHD10A 7/8" 2 1 16" 20" 4-1" BLTSHD20A 1" 23/16" 30 4-1" BLTSHD15 1 1/4" 2 1/8" 30" 5-1" BLTSS/LTT20 1/2" 1 1/2" 12" 6--#10S/MTT14 5/8" 1 3/8" 12" 13--#10S/HTT14 5/8" 1 3/8" 12" 16--#10 Face of stud web--(Holdown must be
S/HD8 7/8" 1 1/2" 14" 24--#10 bolted through studs when they are
S/HD10 7/8" 1 1/2" 15" 30--#10 oriented toe to toe)
I
II
II
I
:: #10 ScrewsII~ Per Schedule
.#
Double Stud(See Plan)
BottomiTraCkI
-~ !I/~~II
Holdown--See Planfor size
"0"Dim.
Footing_
Dim. "0" SeeSchedule
NOTE:Bolt projection shallbe the same as threadlength. U.N.O.
TYPICAL HOLDOWN DETAIL AND SCHEDULE
Samples from
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Web to topChord Dtl
\/ "
Truss EaveDtl
" / \ /
Web to Bottom/ ....Chord -
/ ~ "\
" ~::"',-web to BottomChord
TYPICAL KING POST TRUSS PROFILE
Samples from
www.AutoCADDetails.net
~ LintelBeam
r TraCk
--,.;". 16gagePlate
+-----'L-__;-'--- Jamb
Stud
7/8" Min. BetweenScrews & End of LintelWeb
---,--- \
#6 Screws@ 12"a.c.
= = ~ -=,......f------#10 or #12 Screwsas req'd by design)
Track
Lintel
~~~~~=~~~~~--===c:::=lrBeam
TypicalConnection ofstuds to track
16 gage Plateeach side
TYPICAL LINTEL BEAMCONNECTION
(ALTERNATE)
Samples from
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Jamb~+---Stud
Lintel~r---Beam
I-Track-~-
7/8" Min. Btween
/
Screws & End ofLintel Web
Lintel~--
Beam
#8 or #10Screws @12"O.C.
-- - -+-+
#10Screws
~-------(As req'd)
Track
TypicalConnection ofstuds to track
WebBeam
CopeFlanges asReq'd
TYPICAL LINTEL BEAMCONNECTION
Samples from
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PlywoodSheathing (TYP)
2--#10 Screws ThruSheathing into Truss TopChord (TYP)
oGage Ridge Plate W/2--#10 Each Truss (TYP)
TYPICAL OVERFRAME(CALIFORNIA FRAMING)TRUSSES
20 Gage Valley Plate(TYP)
CarryingTruss
Samples from
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2" x 2" x 4" Long x 20ga.Bent Plate W/2--#10 eachLeg--TYP. Each FramingMember
350WCS20Framing At24" O.C.(TYP)
Cant. 20 gao Valley PlateW/1-#10 each Leg toeach Truss & FramingMember
" Truss Top~Chord
TYPICAL OVERFRAMEDETAil
Samples from
www.AutoCADDetails.net
Soffit Joist,--
(See Framing Plan)
(See Planeq'd size)
I ---I
+ I
\I
TI
• + I
---~
I I Ja
ofFit Ventee Plan forcation
StudMetal ~-forR
Rib Lath
7/8" /ExteriorPlaster
SS10
TYPICAL PLASTER SOFFITDETAIL
Samples from
www.AutoCADDetails.net
ews
ackStud (Seeplan for req'dsize)
SeeI I
I IPlan
I I
I I
I I #8I I/scr
I 0I I+ +1 I-
~~ Tr
I I I I
I I I I~I I I~
I I I I
I I I I
2" X 2" X20 GageAngle
Q) CQ) co000..
I
I
I
I BottomI Ir-Track
I A
TYPICAL POST SHELF DETAIL
Samples from
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CollarTie
" I I /, /
11I II II II II II II II II I
\/ '
'-------- Eaves
Joist-Bridging
RidgeI-Board
I
\ CeilingLJoist
RafterCross
~Bridging
I II II II II II II I
I II II I
I I
TYPICAL RAFTER FRAMED ROOF SECTION
Samples from
www.AutoCADDetails.net
Raftertodiagonal /braceing~I//
I
I\
/
I
I II \I II\\
\ /
\\\~ - ~//'- Eave
Ridge
/// \~\~Board\
\
TYPICAL RAFTER FRAMEDVAULTED/CATHEDRAL CEILING
Samples from
www.AutoCADDetails.net
Rafter and/or
GableEnd
RidgeBoard
Joist Bridging
1 2 3
/ \1/ \/
j \
- -- - I-- f--- - - -- - -
\-- - I-- - - - f--- - --
~/
//
~
\- I- -- - I-- - f--- - - - - -- - - - - 1\ - - - - - -
~
I,
\I
/,\
•
Call ~rTruss Cathedral Tie
RooDomerFraming
TYPICAL ROOF FRAMING PLAN
Samples from
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Raftertodiagonal-~
brace ~
Scissor" /~ truss
end
Ridge
........ //-011
NOTE:
MODIFY QUANTITY OF WEBMEMBERS AS REQ'D BASED ONDESIGN
TYPICAL SCISSORS TRUSS PROFILE
Samples from
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NOTES:
Provide EndBlocking
Provide cont. horiz.strap at load bearingwalls over 8'-0" high
~---++---
only or as shown onpanel elevations.
PanelHeight--1----,
Equal--1-f- Equal Where dbl holdown is/ required by design
I. 1 Provide Simpson holdownsI\D===~===!=E~======~- _I where specified on plan as
~ req'd by design
A
SCHEDULE
Mark Description SIZE *
A Top Track 350120DL Provide double studs underB Bottom 350120DL B girder truss (where occurs)C Track 350WCS20C1 Stud (2)350WCS20
Double Stud Added track anchorage per
D See Plan plan and detail as req'd by
E Lintel Beam ~deSign
F Header 350120 J---G Sill See Deatil \
H Strap 2'x16 gaoI
\, //I~ShearJ Strap 350B20 C1 -- PanelK Blocking 350120 Bracing
Lintel Track
All studs shall be spaced at 24"D.C. except as shown otherwiseand as noted below.
Load bearing studs shall be spacedso as to fall directly under rooftrusses/rafters or under floor joists.
* Member sizes shown in this detailare typical except as otherwiseshown on the plans or specificpanel elevations.
TYPICAL SHEAR PANEL ELEVATION
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First Floor Shear Panel
Plate Line
.s:::.Cl"OJIQjc:ctJa..
"iii::JCTw
ECl
1- C1 'OJ"iii I::J QjCT c:W ctJa..
~~ P ovide doub ~ /'~~~ 5 ddS U
tder k
9 er 55
~ (i here Jccu) ~ H
C1~ ~ ~~ I~C1 .....
~ t~ V ~"G ~C2 J
V~ ~/ --- ,// ~
/ I b~\ [ ~, ~ \ D 8 I ~ - - - , FLR. Line
Where Diag. strap b=~d~~~~==~=i=~==~-I I ,1/ ~ ~\-\--'--""p"-'la"--te....L'-"in"'--e-+---+-~Is screwed directly ~ \ I , I • I ~to Rim joist provide / . ~ \
2"x16ga.strapat~ ~ / ~ Il \ ~ I
~~~~~~seachend ~~ // ~ A ~ ~ /~/ [per schd. I ~ I "::?' ~
~K '~ ~ Note Bel W
G ~ C2... \J H / ~ V Applies 0 Iy• • / ~ " / \ where no Ishear
Provide cont. / ~ \) wall=horiz. strap at ~ / /' / rr :?' ~ r belowload Brg. walls / ~ " " c:: _ Provideover 12'-0" high I ....-:;::::; >. ~ d
/ ~ ~ I- J en "iii~~I~~~~S shown C2 / :. C2 V G I ~ ~ blocking 5-elevations. - - / ~ ~ \ w
,/ e-~!~ 1,8 C2 co ~0Ike: I. I I ;::::\
" ,- / /I JJ \ Type "B" Bracing may be/ ...- L. ... ~. Added track • oriented as shown here
~ anchorage each Provide where opening occurs InShear Wall - d I & simpson wall or as specified onGusset Plate en per p an holdowns where& holdown per detail specified on plans
Second Floor ShearWall Strap Tie Holdown---j-~or Gusset Plate
SCHEDULE
MARK DESCRIPTION SIZE *
A Top Track 3 1/2" x 20 gaoB Bottom Track 3 1/2" x 20 gaoC Stud 3 1/2" x 20 gaoC1 Double Stud (2) 3 1/2" x 20 gaoC2 Double Stud (2) 3 1/2" x 20 gaoD Rim Joist See PLanE Header See PlanF Sill 3 1/2" x 20 Ga.G Diag. Strap See DetailH Horiz. Strap 2' x 16 gaoJ Blocking 3 1/2" x 20 gaoK Header Track 3 1/2" x 20 gao
plan. NOTES:* Member sizes shown in this detailare typical except as otherwise shownon the plans or specific panelelevations.
All studs shall be spaced at 24" a.c.except as shown otherwise and asnoted herein.
Load bearing studs shall be spaced soas to fall directly under trusses/raftersor under floor joists. See plan forflooring, joists spacing.
TYPICAL SHEAR PANEL ELEVATION--2 STORY
Samples from
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Truss
Cont. Track W/2#10 Screws atEach Stud
()
RoofSheathing
--------~ 1
Finish //)"'1:-- II
I I
I
I
I
I
I I
L~
Fascia------l
#12 ScrewsAt 12" D.C.Staggared
TYPICAL SOFFIT FRAMING DETAIL
Samples from
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Box Beamor Header
Filler Studs asReq'd
Cut & Bend 1 5/B" Track asshown to form stair tread and
~- riser (Typ)
Tracked stringer (BWCS16WIBT20DL U.N.D.) at 24"D.C. (Typ)
TYPICAL STAIRSTRINGER CONNECTION
Samples from
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1/2" x 10" A.B. @ 6'-0" O.C.(Typ. U.N.O.) 9" from ends.min. 2 per track section.
Studs--~
10" MinEmbedment intoFooting(Typ)
NOTE:
I I \II !,j <:J
d <':: .Q l d 1<,1,j 4
III I ~
+----0 d Lt =::::]'d
'" 0
Track--See PanelElevations
ConcreteSlabor Footing
Power drivenfastenerscannot be used in atwo pour system
ANCHOR BOLT DETAIL
0.177" x 1 1/2" Power Driven Fasteners @r---- 4' O.C. (Typ. U.N.O.) 9" from ends min. 2
per track section.
oStuds
Track See Panel
I ~////~ Elevations
Monolithic ConcreteSlab & Footing (See Note)
3" Min toEdge
SHOT PIN DETAIL
TYPICAL TRACK ANCHORAGE DETAIL ATEXTERiOR WALL ON SLAB
Samples from
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Place ScrewsSymmetricallyabout Center lineof Web Member(TYP)
TrussChord
I-Member
Provide Scheduled No..of Screws per End(SPE) through GussetPI into Web Member,with same no. ofscrews into Chord.(TYP)
\
/ + + 1
~----I~/ 1 + I + 1
1+ +1+ + 1
x
~Min
Place GussetBetween Web &Chord Members onBoth Sides of Truss(TYP)
Truss WebMember
I !
\
Gusset PI Shall Be \ized to
AccomidatreScheduled No. ofScrews. (TYP)
TYPICAL TRUSS GUSSET
Samples from
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ValleyFlashing
(1) Screw @each Rafter orTruss
I / / // /
/ (/ 1 /
/ / // / 1 1 /
//// 1 1 //
/// 1 1 //
/
1 1 /
/
1 1 /
/
1- 1 /
VALLEYFLASHINGDETAIL
Samples from
www.AutoCADDetails.net
* Locate Blocking at each end of wall,@ 10'-0" O.C. between & adjacent to openings.
* FOR TRACK:Where blocking material thickness allows,notch and bend flanges 90 degs or anchor to
verticals w/c1ip angles. J* Lap splice straps min. 4"
SOLIDBLOCKING
r
Flat Straps,Notched channel,
- X-bridging orpropriety bridging(each side)
Screwsas requiredeach stud
Screws asrequired.(each side)
WALLBRIDGING
NOTE:
NUMBER OF ROWS OFBRIDGING AS REQ"DBY DESIGN
Samples from
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Clip angle 1/4" lessthan stud width . Attachwith 4 screws as shown
Cold-rolled channelhorizontal bridging to bespaced as req'd by design
xx
WALL BRIDGING (ALTERNATE)
Samples from
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2" x 20 gaCont.Strap
I .+- II
#8 or #10 I
Self drilling I
screw I
Stud
4--#8or#10Self DrillingScrew
DETAIL----------l@
StudHorizonalBlocking
#8 or # 10 SelfDrilling Screw
DETAIL
Stud
20Gage X 2" HorizonalStrap
--------I@
WALL HORIZONAL BLOCKING IBRIDGING DETAIL
Samples from
www.AutoCADDetails.net
Cope Flanges of one TopChord for Lap
ScrewsBy Design
//
//
//
// /
7 // /
{/{!{
//
~ / I
Z I
/ '1/
//
I'I
I
I
I
I
I
I
I
I
\\
\\
\\
\\
\\
\\
\
ScrewsBy Design
Continuous Channel Bridging as Req'd
WEB AT PEAK OF TRUSS DETAIL
Samples from
www.AutoCADDetails.net
Continuous ChannelBridging as Req'd
---,-,-----------,--,------ ScrewsBy Design
I+'I
I
I
/
WEB TO BOTTOM CHORD DETAIL
Samples from
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Continuous Channel~-
Bridging as Req'd
Screws By Design _-----l
WEB TO BOTTOM CHORD DETAIL
Samples from
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Rafter--,
Screws ByDesign
(x-I
1+ II I
I I
I
I
,-------Continuous Channel Bridgingas Req'd
WEB TO TOP CHORD DETAIL
Samples from
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BottomTrack
Stud
ck
\-bottom of wallSill, see dtl
Opening greater than 4'-0"LOAD BEARING WALL
Jamb@TopTra
top of wall ~I " r
\
/'--
"'C:::J+J
en
1, / ..c/ E --
/ Head Tracj / CO/ /
.....,OPNG Q)-~rYP// ..c
:::J/ Sill Track/ 0
/ / 0- v<: /
\I
/ ' "/
\/ "l ~
( " rI
,J
"Opening Jamb at
WINDOW OPENING GREATER THAN4 FEET--NON-LOAD BEARING
Samples from
www.AutoCADDetails.net
Opening greater than 4'-0"Load Bearing Wall
Opening head--Loadbearing jamb & head ;.------ Header
Top;------ Track
I\
\
\
//
~ Track- Stud
Opening sill-see~detail
Bottom.--------++- Track
/' "( \
"- /,~ Jamb at bottom
of wall
WINDOW OPENING GREATER THAN 4FEET WIDE---LOAD BEARING
Samples from
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Jamb@top ofDoor
1
Opening less than 4'-0"Load Bearing Wall
;-ToPTraCk
/
DoubleJambStud
--1\\\ \11 1
Head\ ~+-+--f--f-4-
\ / TrackOpening1\
1 \/ \
/ \ Sill;\ • /,--------c--\-+-++-----+-+--
1/ \ ,. \ Track
I
Bottomr---H-
Track
OpeningSill, seedetail
-of/
'" ./
.~ Jamb at bottomof wall
WINDOW OPENING LESS THAN4 FEET WIDE---NON-BEARING
Samples from
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Jamb attop ofwall
Opening less than 4'-0"Load Bearing Wall
~" /Header
\ / I"
I TopTrack
DoubleJambStud
--\\\ \///
Head\ i---++-+----+-+-
\ / TrackOpening
/\
/ \
/ \
/ \ Sill< -/~~\++-+-~
/ \ " \ Track
!
Bottom.-----++-
Track
/
Opening sill--single /track
"'\ Jamb at bottom of
-wall
WINDOW OPENING LESS THAN4 FEET WIDE---NON-BEARING
Samples from
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WoodPlanking
~ood joistsalign with wallstud below
2 Rows of solidblockingbetween joists
WOOD DECKBALCONY
StudWall
JoistHanger orclip angle
2
~screws
Sheathing (OSBor Plywood)
MultipleJoist
"'--- Membersas Req'd
Samples from
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NOTE:FOR TRUSS MEMBERCROSS SECTION SEE GUSSTRUSS MEMBER SECTION
Bottom--+- ChordMember
TopChord
~Member
/
Ve icalStrut
------ Member
ExteriorStuds(TYP)
"---_TOP Track(TYP)
Roof
/
Sheathin
E.N. //
/
/ /"/ /"
" /" /"'A:
oFOR TRUSSCONNECTION SEEBOTTOM CHORDTO TOP PLATECONNECTION
\
Cant. 20 gage Plateattach to TOPCHORD W/2 --#10Screws ea.
WoodRafter
See \Drawing for ~
Fascia~ \Condo ~ )
3/1/4" x 1 1/2" LG. LAGSfrom TRUSS HEEL into end------"of RAFTER Tail (Pre-drillHoles)
SeeTRUSSProfile forHEEL Dim.
WOOD RAFTER TAIL CONNECTION TO GUS TRUSS
Samples from
www.AutoCADDetails.net
/"/"
/"/"
/"/"
/"/"
><
x
/"/"
/"/"
/"/"
/"/"
/"/"
/"/"
/"/"
/"/"
/"
/"/" !
/" / ~~
1+- - -{y:~I I ~ /"I I A/"
I I /"/" /"/
:///1//~ .~/"11 Continuous//"/"1
I Channel ....::.<:::I
I BridgingI ,I I
c-- - "II I ""'"I II ... ... "f-J I I I-l
"""'" Align Vertical.. Web overWall StudBelow
I
ScrewsBy Design
NOTE::Where axial loadbearing members donot align vertically,provide detail
Cont.20ga.Strap
Wood RafterTail-secure to CEEStud Web W/3/8" thruBolts (No. as Req'd)
WOOD TAIL CONNECTION TO TRUSS
Samples from
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RoofSheathing
Cont. 20 gao plate attach toTop Chord W/2-#10 Screws.(TVP)
E.N.--~
NOTE: FORTRUSS MEMBERCROSSSECTIONS
BottomChord toTop plateconnection
Truss--SeeRoof FramingPlan
Top Track(TVP)
1 ~
1
1
(\U Exterior1-14----
Studs (TVP)I
1
1
1 1
~II
~ L~
See Arch.Drawings forFasciacondition.
ZERO OVERHANG--FLAT FASCIA
Samples from
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Cont. 20 gao plate attach toTop Chord W/2-#1 0 Screws .---(TYP)
Heel to be flushW/face of stud
RoofSheathing
~NOTE: FORTRUSS MEMBERCROSSSECTIONS
1~ Top Track1 (TYP)1
1
1
1
Exterior114------"Studs (TYP)
o
E.N.----,\
For TrussConnection
See Arch.Drawings forFasciacondition.
~~~ Top Chord/ ~ Member
~-----------"~--~T/~~+-I+'-I ~ Vertical Strut
1+ / Member( '\
\ '\
\ '\
\ '\ Bo tom Chord......1-----
~----------\-----"-\-----" ........l.-........_-----------llI"1mber\ \
\ \
~\I\ )1v
1
1
1
1
Cont. 20 gaoDeep Leg Track
See Truss Profilefor HeelDimension
ZERO OVERHANG--RAKED FASCIA
Samples from
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