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

Samples from

www.AutoCADDetails.net

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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


Screws ByDesign ~

Rafter --"

~ Collar Tie

Continuous'------- Channel Bridging

as Req1d

COLLAR TIE ATRAFTER DETAIL

Samples from


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

Samples from


r---- Cope as Req'd

VerticalStrutMember

+ +

++

Bottom Chord

Web Member -------,

aTE:

FOR TRUSS MEMBER CROSSSECTION

+ +

+ +

#10 Screws

Bottom Chord

COMPOSITE TRUSS DETAIL(SCISSORS/COMMON)

Samples from


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

Samples from


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

Samples from


X--Bridging--,

Scr ws as Req'd

rcrews as req'd

x

X- Bridging

STUDS

JOISTS OR RAFTERS

CROSS BRIDGING

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


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

Samples from


#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

Samples from


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

Samples from


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

Samples from


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

Samples from


Stud--~

Screws or boltsas Req'd. ---,

~SillTrack

Web Stiffeneras Req'd. ----,

RimTrack-~

TOPTraCk~

Stud Under Ea.Joist (TYP) --'

FLOOR FRAMING AT EXTERIOR WALL

Samples from


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

Samples from


~-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

Samples from


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

Samples from


/1

~1

/ I

[)

~.•.............................~ Joist

Concrete~- Fasteners

As Req'd

NOTE: Provide solid blocking& bridging as Req'd.

FLOOR JOIST FLUSH WITHTOP OF FOUNDATION

Samples from


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

Samples from


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

Samples from


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

Samples from


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)

Samples from


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

Samples from


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


<J

FLOOR JOIST SUPPORT AT CONTINUOUS WALL

Samples from


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


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


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


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


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


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


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


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


<J

<J

<J

<J

FLOOR JOIST SUPPORT ATCONTINUOUS WALL

Samples from


,-------- 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


,-------- 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


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


.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


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


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


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


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


#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


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


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


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


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


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


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


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


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


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


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


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


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

Samples from


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


, "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


<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


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


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


Clip Angle,1/2" less than -,Joist Depth

/

:: l

lJ

OPENING IN FLOORJOISTS

Samples from


Bend Portionof web downand fasten tojamb

Track----,

Cut track and bendto allow extension offlanges forconnection

~-Jamb

NOTE: InvertDetails forheadconditions

OPENING SILL DETAIL--SINGLETRACK

Samples from


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


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


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


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


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


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


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


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


ContinuousAngle fastenw/screws ateachmember

EAVE RAFTERDETAIL

+

NotchRafter asReq'd

Samples from


Continuous Anglefasten w/screw ateach member

,----I

1+I

/ / + II

RAFTER EAVEDETAIL

ClipsasReq'd

Samples from


Screws asReq'd bydesign

/

//// Continuous////~ Channel Bracing

as Req'd

RAFTER TODIAGONAL BRACEDETAIL

Samples from


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


Joist &Trackas RidgeBoard

ClipAngles asReq'd @each side

Rafter

+///I.......~~/

/ // /

/ // /

/ // /

/ // /

/ . // /

/ // /

/ // /

/ /

/ Align /Rafters

Rafter-

RAFTER BOARDDETAIL

Samples from


Screwsby Design /

//

//

ContinuousChannel

,_ Bridging asReq'd

Cope Flanges ofone Top Chord forLap

RIDGEDETAIL

Samples from


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


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


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


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


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


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


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


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


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


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


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


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


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


-----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


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


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


\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


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


Strap

1--#8 or #10 SelfDrilling Screw toeach stud

DETAIL

---------I@

Double-----j~1

Stud

w

Gusset Plate W/#10 Screws tostud &#10 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


#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


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


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


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


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


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


"

\

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


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


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


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


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


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


~+++++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


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


-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


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


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


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


~--Rafter

Joist-~~

Clip Angle(Screw asreq'd bydesign)

Align joist &~- Rafter over wall

stud below

Wall~Track

WallStud

TRUSS EAVEDETAIL

Samples from


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


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


Fasteners

12- #10Screws

Q

Q

Q

Typical CS InstallationFloor to Floor Tie (CS16)

(Light Gage SteelConstruction)

Samples from


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


Fasteners

,----------- 6-#10

Screws

Typical L5D InstallationReinforcing & SkewableAngles (Light Gage SteelConstruction)

Samples from


Fasteners

12-#10Screws

Typical LTS Installation Truss to SteelStuds(Light Gage Steel Construction)

Samples from


Fasteners

4-#10Screws

Alternate MAS Installation(Light Gage SteelConstruction)

5" Min length channelw/2-#8 screwsSamples from


Fasteners

A21-------4-#10 ScrewsS/A23---4-#10 Screws

art{)

Typical S/A 23Installation(Light Gage SteelConstruction)

Samples from


Fasteners

To RaftersTo PlatesTo Studs

3-#10 Screws3-#10 "1-#10 "

Typical S/H1 Installation(Light Gage SteelConstruction)

Samples from


Fasteners

S/H2.5To Rafters-------4-#10 ScrewsTo Studs---------4-#10 Screws

Typical S/H2.5 Installation(Light Gage Steel Construction)

Samples from


Fasteners

To Rafters------2-#10 ScrewsTo Plates-------2-#10 Screws

TypicalS/H3 Installation

(Light Gage Steel Construction)

Samples from


o

oo

o

oo

o

Fasteners

Anchor Bolts----7/8"Screws------------24-#10

Typical S/HD8 Installation(Light Gage Steel Construction)

Samples from


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


Samples from


,----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


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


Samples from


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


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


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


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


Typical T8 I(Light G nstalJation

age Steet Construction)

Samples from


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


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


+

RadiusPer Arch. Plan

20 gage Arched-Track-- Notch as

req'd

~~~eam/Header

TYPICAL ARCH OPENING DETAIL

Samples from


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


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


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


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


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


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


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


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


Web to topChord Dtl

\/ "

Truss EaveDtl

" / \ /

Web to Bottom/ ....Chord -

/ ~ "\

" ~::"',-web to BottomChord

TYPICAL KING POST TRUSS PROFILE

Samples from


~ 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


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


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


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


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


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


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


Raftertodiagonal /braceing~I//

I

I\

/

I

I II \I II\\

\ /

\\\~ - ~//'- Eave

Ridge

/// \~\~Board\

\

TYPICAL RAFTER FRAMEDVAULTED/CATHEDRAL CEILING

Samples from


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


Raftertodiagonal-~

brace ~

Scissor" /~ truss

end

Ridge

........ //-011

NOTE:

MODIFY QUANTITY OF WEBMEMBERS AS REQ'D BASED ONDESIGN

TYPICAL SCISSORS TRUSS PROFILE

Samples from


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

Samples from


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


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


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


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


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


ValleyFlashing

(1) Screw @each Rafter orTruss

I / / // /

/ (/ 1 /

/ / // / 1 1 /

//// 1 1 //

/// 1 1 //

/

1 1 /

/

1 1 /

/

1- 1 /

VALLEYFLASHINGDETAIL

Samples from


* 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


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


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


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


Continuous ChannelBridging as Req'd

---,-,-----------,--,------ ScrewsBy Design

I+'I

I

I

/

WEB TO BOTTOM CHORD DETAIL

Samples from


Continuous Channel~-

Bridging as Req'd

Screws By Design _-----l

WEB TO BOTTOM CHORD DETAIL

Samples from


Rafter--,

Screws ByDesign

(x-I

1+ II I

I I

I

I

,-------Continuous Channel Bridgingas Req'd

WEB TO TOP CHORD DETAIL

Samples from


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


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


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


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


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


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


/"/"

/"/"

/"/"

/"/"

><

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


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


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


Documents

Samples 3 1/2 X 20 gage - AutoCAD Details