l 4 cone. slab over - autocad details perp. to wail- ... slab over min. 4" (3/4" crushed...

See Framing

(~)

mpson CC Column Cap

Wood Beam--

//

/

/

~

<:/

• •• \ •

~- - -

~\- --

~- - -

~] Si- --

/\V

Wood Post--See RoofFraming Plan


/V#

>< • •• •- - - - - c-

~- --

~- --

:S - --

~- --

~V

/\V

Wood Beam--See Framing

Simpson CC Column Cap

(~)

Beam Connection At Wood Post

Samples from

www.AutoCADDetails.net

Beam Perp. to waIl-Simpson Strap asRequired--See FramingPlan (Anchor perMFG Spec's)

Beam--See Framing

r-P1an

OBL. 2"x Top PlateCont.

2"x Wood Studs at16"O.C.

Simpson ST22 orCS16 X 24" LongStrap centered overconnection.

•

• Beam Para!. To WallSimpson ST22 orCS16 x 24" Long strap

~----at each side of Beam

to Post Centered overconnection.

OBL. 2"x Top PlateCont.

2x Wood Studs at16" O.C. •

•

/

Beam--See Framing~-+--Plan

<::

BOL.2"x King Stud atGarage, Patio locations,and at openings 5'-0"or latger & (3) KingStuds at openings 8'-0"or greater and whereSpecified on floor andlor framing plan ----------'--'----------'

, Solid (or Build-Up), ~~-----"-_-'-----___" ~~ WOOd Post--See

Framing Plan

BeamlWall Post Connection

Samples from


\ 4" Cone. Slab overL Min. 4" (3/4" crushedRock Base course oncompacted rough ground.

2x Pressure Treatedr--__Wd plated & Anchor

Bolted per Details

2x Wood Studs at 16"~---O.C.

Simpson H2.5 at Bottomof alternate studs(H2.5 not required atplywood shear panellocations)

Caulk under soleplates, Typ. at Ext.walls. only.

1/2" Expansion JointI <\

<\

'JI 'J

'7<\ '7

'J <\ '7 I I '7<\ '7

II<\

<\

L-~ -<\ '7 ':J <\

<\ '7 'J'7

'J <\<\

<\'7'7

<\'7 '7

'7

<\ ~<\

'J'J '7 <\ '7

<\ '7

'7'7

FTG. at Post--See <\<\

Foundation Plan For ILocations, size & i ~

'7 <\'7 'J'7 'J

reinforcing. 'J <\<\

18" Min. BelowEngineer CertifiedCompacted Soil orUndisturbed soil.

= l::("I) .-

"--- 2-No. 4 Cont. Bars

16"

Bearing at Stepped Slab

Samples from


" \

\

!

//

/

Simpson MST27 StrapT WI (5) 16d @ each

Cantilevered Beam

Iemember

I>K\ IX" I

I i

~II~I> I /

'V~< • •1\I~• • ~F=>

~

/: - --

~+- - - -

--~

- -- P /+- - - -~

1/ •

-2 /•

\ •-- •V \ •

~\ •'-----

" /-c- _ L-

/\\/

Wood Beam--See Framing


Simpson HUSC210W/Max. Nailing

Simpson CC Column Cap

Samples from


FireplaceFlue

Top Chord ofTruss

2"x4" ChimneyFraming

Chirnney Din1ensions____----1nterior 27 1/2" Sq.

Exterior 27 1/2" x 60"

PLAN

3/8" Plywood_______--Sheathing

As Required

(3) 16d at each CornerMin.

------ . •------------------------ •------------ Top Chord of Truss

• 2"x4" Vertical Framing at------ - each Corner nailed to• • • • , ~

• • Top and Bottom Chord------

of Truss W/(3)16d

Bottom Chord of Truss~--

CHIMNEY BRACE

Samples from


181 x18" SQ. GRATE

DRAIN DETAIL

Samples from


2x 6 WD. Studs @ 16" O.C.with 3/8" O.S.8. sheathing

See Ext. Elevations forWall Finish.

Simpson H2.5 @ bottomof alternate studs.(H2.5 not required atplywood shear panellocations).

Weep screen W/3 1/2"attachment f1al1ge

c::~

Finish Grade ~

Undisturbed

2x pressure treatedwood plate W/1/2"Min. 4'-0" O.C. with 5/16"x2"

~---washersembed 7" Min. Min.

2 bolts per piece & 12" Maxfrom each end.

~_Caulk under Plate

Co...

4" Conc. Slab overMin. 4" (3/4") crushed

-Rock Base course oncompacted rough ground.

'-----_1/2" expansion Joint

2-N04 Cont. BarsTop & Bottom

I 1'4" I

-t~U.N.O.--------cl--No.4 Vert. Bars @ 48"O.C. & at all corners Typ.

Exterior Footing at 6" Wall

Samples from


__1/2" expansion Joint

4" Cone. Slab overMin. 4" (3/4") crushed

-Rock Base course oncompacted rough ground.

Caulk under Plater---

2x pressure treatedwood plate W/1/2"Min. 4'-0" a.c. with 5/16"x2"

r-----washers embed 7" Min. Min.


•

Co......

2x 6 WD. Studs @ 16" a.c.with 3/8" a.S.B. sheathing



2-No4 Cont. BarsTop & Bottom

NO.4 Vert. Bars @ 48"a.c. & at all corners Typ.

Exterior Footing at PatioSlab

Samples from


Wood Post--See Roof~---Framil1g Plan for size.

4" Cone. Slab overMin. 4" (3/4") crushedRock Base course oncompacted rough ground.

1/2" expansion Joint'------

Caulk under Plate,--

~"

'1 <1

" ~

'1~"

•" <1

<1'1

;;:'"

<1

• <1 "iJ •'1

j 1'4"U.N.O.

Undisturbed

Finish Grade

Co......

Simpson H2.5 @ post &1/2" dia. A.B.(embed. 7" Min.) orRedhead anchor(Embed 5" Min) within12" of Post at each sideor Simpson PAHD42Strap cast into stem postlocation.

Exterior Wall Post

Samples from


2x Vented Blocking W. Bd@ 6" O.C. at RoofSheathing to BlockingW/2-16d per block.

Simpson H2.5 @ eachTruss To Plate

Simpson H2.5 @Alternate Studs Typical

Pre-FAB Wood Trusses-Pitch, Type, and,------_spacing per framing plans-install per truss

MFG instructions.

~__ROOFING

ROOF SHEATHING andnailing per G.S.N. to be

r---

applied full length of top cord.

FLASHING

Custom Rafter Tail--LagBolt to prefab WoodTrusses

FALSE RAFTER TAILS

Samples from


& N1

12DTO

ETE

... FIXTURE TYPE N

]

'¥~ ~,- -, 2 ,--,

"/ ~~" 'J I I

I<Q- - I I - -

- SQUARE CONCRI I BLOCK\ \

'" ~ - -

~~ - - cl

C\I

\_1" PVC, 2-#10, 1- #'Q

10" O.C. +~ -r GROUND, EXTENPANEL

"

REBAR@

GRADE

~

FLOOD LIGHT BASE DETAIL

Samples from


~ Wall Beyond

4" Cone. Salb overMin. 4" (3/4") crushed

~--Rock Base course on

compacted rough ground.

~

~

~

~

~ 'JI '1

II ~II

~ 1'1I 'J

II

~

Completely caulk andseal at threshold as

rreQUired.

/

~

II

r-+-----=-~-----,---'JSJ--------,," ~:--4--_~1

"

>

Varies--See FoundationPlan

Finish W/1/2" TooledEdge.

----+-------+--::-/ Co .

2- No.4 Cont. BarsTop & Bottom

-+- 1'6"

No.4 Vert Bars at 48"a.c. & at all corners. Typ.

Footing at Depressed Stem

Samples from


c~

Finish Grade ~

NO.4 Vert. Bars @ 48"a.c. & at all corners Typ.

4" Cone. Slab overMin. 4" (3/4") crushedRock Base course oncompacted rough ground.

Provide 1/2" toolededage at interior of stem

'-----_1/2" expansion Joint

2x pressure treatedwood plate W11/2"Min. 4'-0" a.c. with 5/16"x2"

'----washers embed 7" Min. Min.


Varies

•

~

'1~'1

• s~

'1

1'4"U.N.O.

t

Undisturbed

2-N04 Cont. BarsTop & Bottom

Co......

2x 6 WD. Studs @ 16" a.c.with 3/8" a.S.B. sheathing



Weep screen W/3 1/2"attachment f1al1ge

Footing at Sunken Slab

Samples from


#4 Vert Dowels at eachCorner as shown with#3 Ties at 12" O.C.

4" Concrete Slabwhere occurs

__1/2" expansion Joint

ro

'1'1

'17 ~\~

I 2x4 Blocking @ 48" O.C.

I

I

I Stucco System OverI 2x WD Studs WeepI ~Screen 2" Min. Above

I~ Slab

I

I

I

I

I

I •

I k--....,......~If---~~--~...ll,I./J-----=iI

zg

"~

~~

'I,

-l"{j

g

F-7 ~

.~Zj

.~ •" 7

'J, "Vl L_ '1¢ '1

~ '1'1

Slab Beyond ------I-~

2x pressure treatedplate Wlmin 4-1/2" Dia.A.B. (! each side)

Simpson H2.5 t Top &Bottom of Alt. Studs;(4) H2.5 at Post whereoccurs (at Top &Bottom)(H2.5 not req'd if col.has plywood sheathing

18" Min. BelowEngineer CertifiedCompacted Soil orUndisturbed soil.

See Plan

3"

Framed Box Column

Samples from


2x Wood Ledger W/3-16dat each stud

Saw-cut 2"x12" for curvedFraming--where occurs

Roof sheathing andnailing to be applied full lengthof rafters

~

~

~-?c=;-------'-----V' j I

Simpson H2.5 eachRafter & Simpson A35

---opposite side when

no ceiling joist occurs.

Simpson Harig;;~~:e/Roof Framing for size.

• ••

_/

Roof Rafters--SeeFraming plan for sizeand spacing.

2x Blocking WI (3)16dToenail into top plate

Simpson H2.5 each studto DBL. Plate

2x Studs at 16" D.C.

Framing at Bay Window

Samples from


2x Blocking for Brace

(4) 10d Nails into 2xBlocking

Pre-Fab Trusses andRoof Sheathing perFraming Plans (2)16d at each end of

2x Blocking

3/8" D.S.B Sheathing

16d Nails at 12" D.C.Toenailed to plate

•

Simpson A 5 at 2"x4"Brace to 2"x4" Flat

2x Blocking as long as'-------Dia. Brace at 48" D.C.

11 -

A~--1 .L x

-- ~

=

2"x4" Dia. BracingStarting at Truss Depthof 24" and continuingat 48" D.C.

Gable End Truss

2"x4" Look-out LaidFlat at 48" D.C.

(3) 16d Nails at ends

End wall configurationto match Gable EndTruss Bottom Chord

2"x4" Truss Tie x 72" Laid'---Flat at Every Brace at 48" D.C.

, (3)16d--Typ.

Gable End Truss Bracing

Samples from


Roof Sheathing andNailing to be applied full lengthof Top Chord

Pre-Fab Girder Truss

8d at 6" O.C. _____

// /

/ // /

/ // /

/ /

/ //

(4) Simpson H2.5 Trussto Top plate or Beam

• II •• • I I· •

I II'Scissor Truss--Where

~-Occurs

DBL. 2x Top Plate Continuous~--over wood post, where occurs

Post or Beam--See'---------Framing Plan

Girder Truss at Plate Beam

Samples from


NEUTRAL

HOT. ~,/ .GROUND

RECEPTACLE GROUNDING--~LUG SCREW

o

CONDUIT ----+

OUTLET BOX

___- GROUNDING CONDUCTOR (GREEN)

/ TAPPED HOLE IN BOX

'------ GROUNDING SCREW-#10 32 X 3/8"SLOTIED HEXAGONHEAD, WASHER FACESCREW (TYPICAL)

~--WIRE NUT (TYPICAL)

NOTE:GROUNDING CONDUCTORSHALL BE CONTINUOUS SOTHAT REMOVAL OF DEVICEWILL NOT INTERFERE WITHCONDUCTOR CONTINUITY.

GROUNDED RECEPTACLE INSTALLATION

Samples from


NEUTRAL

HOT-\

GROUNDING CONDUCTOR~(GREEN)

TAPPED HOLE IN BOX

~ GROUNDING SCREW-#1032 X 3/8"SLOTTED HEXAGONHEAD, WASHER FACESCREW (TYPICAL)

WIRE NUT (TYPICAL)CONDUIT ------

RECEPTACLE GROUNDING-~LUG SCREW


GROUNDED RECEPTACLE INSTALLATION

Samples from


1/2" Plywood SheathingSee Nailing Schedule

Nailing 8d 6" a.c.

Nailing 8d 6" a.c.

16d Nails at 8" a.c.

2-30d Nails at Plate toeach wood stud

Nailing: 8d at 6" a.c.to each stud.

2-Layers 1/4" PlywoodExterior Typ.

,~ Pre-Fab Wood Trusses at~ ~24"a.c.

Simpson A35 at each Truss(3) 3/4" THK. Plywood Plate

~ 2x Wood Studs at 8" a.c.

_____----Simpson H2.5 Each Stud T&8

(4) 3/4" THK. Plywood Plate~-----W/2-40d Nails at each stud

HEADER at RADIUS WALL

Samples from


4" Concrete Slab on Min.4" (3/4") Crushed Rock

~-Base course on termitetreated soil.

(4) Simpson H2.5 @~--Post to Plate

q~ 'J

'J

'J q

~~ q

q

~

qq 'J

~ q~

q q ~

q'J

'J

"~ ~

I Solid (or Built-Up) WD.I ~Post--See Framing Plan

/V 2x Cont. Plate WI"HILTI"/ I Pins DN-72 @ Max 36"

I a.c. WI 1-1/8" EmbedmentI or Approved W equal. Min.

2-Pins per piece & 6" Max.I from each end. TYP.

I

1<. I

JI

I

~ ..I

I

I

I •

/I

qq

'J

'J ~q

q ~

C.J. q

Engine~

q

r Certified 'J

Campa ted Sailor'J q

undisturbed soil.q ~

q

= c('f) .-~

For Interior FreestandingPost Locations--Use SimpsonAB (Size per Post) WI 1/2"Dia. "Redhead AnchorEmbeded 5" Min.

Finishes--See Spec's.

-"l"""

Rebar per Foundation Plan3"

Min.

Interior Bearing Post

Samples from


Finishes--See Spec's.,U.N.O

Control Joint--Whereoccurs (Stagger pins atC.J. conditions) see foundationPlan for location.

o C.J.

2x wood studs at 16"~--O.C.

2x Cant. Plate W/"HILTI"pins DN-72 at Max 36"

~__O.C. W/1-1/8" embedment orapproved equal. Min 2-Pins perpiece & 6" Max. from each end.

c::~

Co-'.....

dz:::J

Engineer certifiedcompacted soil orundisturbed soil

4" Concrete Slab on Min.4" (3/4") Crushed Rock

'---Base course on termitetreated soil.

3"

2--#4 Cont. Rebar

~------,"-------3"/ t ~ 1'-4" -------+----;f-

--~ U.N.O.

Interior Bearing Wall

Samples from


See Shear Wall Schedulefor Shear Wall Type,Nailing, etc.

4" Conc. Slab overMin. 4" (3/4") crushedRock Base course oncompacted rough ground.

4'

8'

<\ '] /~1\<\ '1 ']

']']

'1 / I <\

<\'1 <\ I \

/ I

<\']"--V" J_\ <\']

']

<\

12"

See Shear Wall Schedulefor Anchorage

Interior Partition--Shear Wall

Samples from


NEUTRAL

HOT-- ~--GROUND


~ GROUNDING SCREW-#10 32 X 3/8"SLOTTED HEXAGONHEAD, WASHER FACESCREW (TYPICAL)

'------ WIRE NUT (TYPICAL)

,///~TAPPED HOLE IN BOX

~ ISOLATED GROUND--"'-'\ ~"---i'-

OUTLET BOX

~===§Es===~rGROUNDING CONDUCTOR (GREEN)

SELF-GROUNDINGCLIP ON YOKE(MUST BE MAINTAINED)

CONDUIT-~

ISOLATED GROUND-~SCREW

STRIP INSULATION --------c==_"

AND LOOP BARE J---T--

CONDUCTOR AROUNDINSULATION SCREWWITHOUT CUTTINGCONDUCTOR

ISOLATED GROUND RECEPTACLE INSTALLATION

Samples from


HOT--

NEUTRAL

r-----GROUND

SELF-GROUNDING -------_CLIP ON YOKE(MUST BE MAINTAINED)

ISOLATED ----~GROUND SCREW

STRIP INSULATION ---------c=~AND LOOP BARECONDUCTOR AROUNDINSULATION SCREWWITHOUT CUTTINGCONDUCTOR

IG

NrzJ

o

ISOLATED GROUND

OUTLET BOX

/////- GROUNDING CONDUCTOR (GREEN)

TAPPED HOLE IN BOX

GROUNDING SCREW-#10 32 X 3/8"SLOTTED HEXAGONHEAD, WASHER FACESCREW (TYPICAL)

CONDUIT---~'------- WIRE NUT (TYPICAL)


ISOLATED GROUND RECEPTACLE INSTALLATION

Samples from


JOIST

Wall stud ____

Bottom Plate-~

Rim Joist •

Sill ------'

Masonary Foundation

Exterior sheathing.----

Siding

Flashing is tuckedunderneath siding andbent over top edge ofledger board.

Decking board

Lag screws extend intohouse framing members

____--Ledger

Deck Joist

,__Joist Hanger

Remove siding to expose sheathingfor attaching ledger

LEDGER CONNECTION TO WOOD-FRAMED WALL

Samples from


(1) No.4 Bar Horiz.Grouted Solid in 8"Cont. Bond Beam

8" C.M.U. Screen WallSee Ext ElevationsFor Type and Finish

Existing Grade

, .. ' '

"0. "~:

(1) No.4 Bar Verticalat 48" O.C.--Grout Solid

Horiz. Joints Reinf. at32"O.C.

Grout all cells belowgrade solid

, ~V :

, '."

~__(2) No.4 Bar Horizonal. T&B

4" Hooks--Typical WIAlternate Bends As shown.

4" I 8"

1'4"

I 4"

Masonry Screen Wall

Samples from


Roof Sheathing

2"x6" Over-FramingRafters at 24" O.C.

(2) 16d Toe-nailedat Base into TopChord of Truss.

Top Chord of Truss

Roof Sheathing

Min. (2)16d Nails Face

~Nailed per Kicker~----I

2"x4" Kicker at 48" O.C.(Max.) each way

Cont. Ropof Sheathingper Spec's. ProvideAccessible openings(Blocked at Edges)

jthrough sheathingfor cross ventilationand access whererequired.

SIDE VIEW

2"x Cont. Ridge Board

FRONT VIEW

Min. (2) 16d FaceNailed per Kicker

----I-----I\I~-'----

2"x 6" Over-FraminngRafters at 24" O.C.

NOTE: Over-Framing with rafters spans of 8'-0" or lessDo not require 2"x4" Kickers.

Over-Framing Detail

2"x4" Kicker at 48" O.C.(Max.) each way

Samples from


Roof Sheathing ~

2"x10" Valley Plate WI2"x6" Rafters or 2"x12" V.P.W/2"x8" & Larger Rafters

(3) 16d Toenail Rafter toCont. Plate

8d at 6" a.c.----

(2) 16d at Intersection ofValley Plate & Truss Below

Cont. Roof Sheathing

Roof Trusses at 24" a.c.

Overframing / Valley

Samples from


Double 2x Wood Plate

3/8" a.S.B. Backing 6"

Top of Parapet

~/////~Above Plywood Edge

( • /\,.~ (See Plan)

~ ~

Edge Nailing at 2"x6" Nailer-----

~

><2x Wood Studs at 16" a.c.

~ 1/2" Plywood Sheathing

~Co2"x6 Solid Bolcking .x

~C\I

~~~~

~ ~

) \1/ t;J~X~ ~XSimpson A35 W/Leg / ? / ~

Bent Horizonal Nailed ~.

to Plywood at each stud

~C\I

~

('III Top of Plate )X~ X IX,.V 74See Framing Plan & Sections

V ><Simpson A35 Wlleg

/Bent Horizontal Nailedto Plywood at each stud.

X I XNail per schedule ~ ~..~ ~ .J I

2"x4" Sofit Framing at 24" a.c. /Parallel Trusses at Patio

Samples from


Roof Sheathing andNailing be be applied Full lengthof Top Chord

Tile Roof--See ExteriorElevations

10d Nails at 8" D.C.

2"x4" R.S. WD. Fascia

2"x4" Framing at 24" D.C.

Patio Beam at Box Soffit

1"x6" T&G Decking on R.S.Wood Beams

~~Simpson H2.5 at each

Truss to Plate

Wood Beam--See Roof~------FramingPlan for Size

Samples from


Caulk Under Plate

4" Cone. Slab overMin. 4" (3/4") crushed

L----Rock Base course on

compacted rough ground.

1/2" expansionL-----Joint

26 Ga. GI. Flashing W/3/1/2" Vert Flange

2x Wood Studs @ 16"------a.c.

" '1 ""

'1 "'1

'l'1

'l Z§j

'l 41, "" 6"'1

See Foundation Plan

(

I

I

I~

" '1

"'1 "'1

" 'l'l

'l '1

'1'$

'1

" "" II

'1 l'l'1'1 'l

r '1 "l'l

'Q""

'1

'1 " "'l " '1 II '1

'1

"~"'1

,,'1

5" 3"

- - - - 'J

Undistrubed

Skopped StuccoFinish 1/2"/Ft.

PressureTreated

2"x4" WD. Framingat 24" a.c.

Cont. SiliconeSealent

1

1" " '1

" '1

'l"

'1'1 "" II '100 '1

'1

)~~

"" "Finish Grade " 'l ~.J'l '1

'1

2- NO.4 Cont. Bars

Potshelf Detail

Samples from


/~- 4 #3, 1 #8 GND, 1"C

~ 3 #3. 1 #8 GND., 1-1/4"C.

METER BASE

o-

"M""A"

100Al3 PHASE

DISCONNECT

COORDINATE UNDER GROUNDSERVICE WITH LOCAL UTILITY \

4 #500MCM, 1-1/0 GND, 3-1/2" C -----'/

~2/0GND

POWER RISER DIAGRAM

Samples from


CD _uio 0co CD- a.a. en.~ l/lU. -...

CDI ~CD ::Jen 0

~~I ~!... co~ :2

~ I

o,(\')

>

Pre-Fab Metal"a" Clearance

~---

Fireplace

Hearth (Non

/combustable)

IX ;>c-

f-

IX

2"x Blocking BetweenTrusses, Typ.

Fire StoplDraft Stop

NOTE:Fireplace to beGas OnIy

Header--SeeFraming Plan

-

J~ \'------

--

x

x>

Galv. Metal Firestop W/nailingFlange suppliedBy MFG.

8' Long 2"x4" Braceat each corner

Pre-Fab Met. Flue

2"x Wood Studs at16"0.C.

Finish Floor

Metal Flue ToplSpark Arrestor Galv. Metal Top Edge

" /'------and Drip Flashing(~

r " I Caulking--Typ. atL II I :~L~---+-I------Joint.. ~/: :~. I

I I

I I

I I

I I2"x Backing _

~ R I I

~"6 "6 I I

";t~A I I

XL~-t 1/

/1/ : ~----- I I

I I

I I

I I

I I

~I~- I I _I~;\I;\*----------

I I DBL. 2"X False

~v~1 I ~~-------Header1,-1,1--hll T

,---'-j--+-L-----'---1J

lop of Chimney shallbe 2'-0" above anyRoof within a 10'-0"Radius of Flue and3'-0" above highestpoint at chimneylocation.

DBL 2:x4" Top Plate

w6[II<Cw51zwwen,,enw0::

~

~Concrete Slab

Pre-Fab Fireplace

Samples from


1IIIIIIIIIIIIIIIl111c I

111==111==1 I ,-

FINISHED GRADE

z~-

N'V

t------------j-\---~L-

----------tJ

TAMPED SOIL ----"

CONDUIT SUPPORT (TYP.)-~

~4nL41Ll411/1 l J 4-11/2,:1 '- ) /1

""------ SECONDARY SERVICE CONDUIT TO SERVICEENTRANCE IN MAIN ELELCTRICAL ROOM. SHALLBE FURNISHED AND INSTALLED BY ELECTRICALCONTRACTOR. SEE POWER DISTRIBUTION DIAGRAMFOR SIZE.

'-------- ONE SPARE CONDUIT(IF INDICATED ON POWERDISTRIBUTION DIAGRAM).

SECONDARY ELECTRICAL SERVICE CONDUITS SECTION

Samples from


•• •

ad Nails at 6" C.C.

Simpson H2.5 at each'---------Truss to DBL Plate

2x Wood Studs at 16" C.C.

Shear Panel Between Trusses

Samples from


Sheathing and NailingPer Code requirement

8d Nails at 6" D.C.~---

DSL. 2x Top Plate Cont.Typical

Roof Trusses--See~----Roof Framing Plan

2"x12" Max.,----

1~+----t---:7I

9" Max. 1

-+-+"'--------~

/1

16d Nails at 4" D.c.

istaggered

~------'--~-r-------",'r=l

_/

16d Nails at 4" D.C.

/Sheath one side ofTruss over shear wallwith Min. 3/8" A.P.A.rated SHT'G W/8d nailsat 4" D.C. at all Websand chords, or DesignTruss for Horiz. forceshown in structural calcs.

2x Studs at 16" D.C.

Shear Wall Per PlanSee Shear Wall Schedule

Shear Transfer

Samples from


(2) 2"x6" Stud Column.----+---+---+------at each end

1/2" Dai. A.B. W/Min.2" Dai. Washer

#4 Strap Tie W/Hooks(Min. 4") at Bottom ends

Stem--See Foundation-----Plan for size

Simpson HPAHD22

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4"

Strap Tie

Section

~__Concrete Stem Below

(2) 2"x6" Stud Column~--at each end

Simpson HPAHD22

Plan 3/8" Plywood W/8d'-----at 6" a.c.

Samples from


Shower Receptors Bult Directly On Ground Shall:(A) Be Constructed of Approved Type Dense, Non-

Abosrbent and Non-corrosive.(B) Be Adquately Reinforced.(C) Be Water Tight.(D) Be provided with an approved flanged floor drain

made of cast iron, brass or other approved materialdesigned to make watertight joint in floor.

(E) Have smooth, impervious and durable surfaces.(F) Have curbs extending at least (3) inches above

the finished threshold before any woodsuperstructure mat be added.

Drain

Min Slope 1/4" Per Ft.Max. Slope 1/2" Per Ft.

_Reinforcing Steel

Stem at Stower

Samples from


Plywood Roof WI8d at 6" O.C.

3/8" Wood Panel W/2"x4"(Flat) Frame W/8d at

;-6" O.~. Typ. Every other

/ opening.

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Bouble Top Plate ---" Roof Trusses shall be supported Laterallyat points of Bearing by solid Blocking to

16d at 6" O.C. ShearPanel to Top Plate

STUBBED TRUSS DETAIL

Samples from


2"x6" StudSee PlanFor wall Composition

Simpson LSTA18- Blocking to Blocking

2x Blocking ,

(4)16d @ 2' O.C.TJI to Top Plate

2"x8" Plate ~

8" ConcreteWall

2X BlockingFor 2 Bays

~-----

@8"O.C.

TJI JoistSee Plan

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For Size

TJI Joist Parallel

Samples from


2"x6" StudSee PlanFor wall Composition

SimpsonA342 EachJoist

2"x8" Plate---~

Web Stiffener By T~IM

/-EaChSide

TJI JoistSee PlanFor Size

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<\~ Simpson H2.5'1

8" Concrete <\ @ Each JoistWall

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TJI Joist Perpendicular

Samples from


Scissors Truss-Where'--------Occurs

Pre-Fab Wood Trusses-Type, Pitch and SpacingPer Framing Plans-Install Per MFG instructions

Simpson H2.5 at each'----Truss to Plate

Cont. Wood Beam--Roof'--------Framing Plan

Truss at Cant. Wood Beam

Samples from


OBL 2x Top Plate 3/8" a.S.B. Backing, Typ.,----

Roof Sheathing andNailing Per G.S.N'S. ToBe Applied Full Lengthof Top Chord

8d at 6" a.c.,---

/--~ ~~-~~f==d========4

3/8" a.S.B. Sheathing

Verify Truss Member atParapet for Size andShape

8d at 6' a.c. ~ "--__(3) 16d P r Bay

• •Top of Plate •

See Framing Plan / SectiorlS

•• •

Pre- Fab Wood Trusses

Simpson RSP4 or H2.5at alternate Studs toCont. Plate

Simpson H2.5 at eachTruss to OBL WO. Plate'-------

as shown.

2x Studs at 16" a.c.

Truss at Exterior Wall

Samples from


Roof Sheathing andNailing Per G.S.N's. ToBe applied full lengthof Top Chord

Pre-FAB Wood Trusses-Type, Pitch and SpacingPer Framing PIan--Install Per Truss MFG'sInstructions.

2x Wood Studs at 16" O.C.

•

Truss at Interior Wall

Scissor Truss--Where'--Occurs

Simpson H2.5 at each'--------Truss to Plate

Simpson H2.5 at AlternateStuds, Typ.

Samples from


Roof Sheathing andNailing Per G.S.N's toBe applied full lengthof top chord

8d at 6" D.C.-----~

Pre-Fab Wood TrussesType, Pitch and Spacingper Framing Plans-Install per Truss MFGInstructions

See Ext. ElevationsFor Wrapped FasciaDetail

8d at 6" D.C.-----~

Scissor Truss--WhereOccurs

Simpson H2.5 at each'---Truss to Plate

(3) 16d Per Block3/8" O.S.B. Sheathing at each2x stud at 15" o.c.

Simpson H2.5 at eachStud

~_2X Solid Blocking

Cont. Wood Beam--SeeRoof Framing Plan

Pre-Fab Wood Truss

TRUSS BEARING at BEAM

Simpson Hanger--See"'-------Framing Plan For Type

Samples from


Double 2x Wood Plate

Top of Parapet

(See Plan)

3/8" a.S.B. Backing 6"~---Above Plywood Edge

r--_Edge Nailing at 2"x6" Nailer

2x Wood Studs at 16" a.c.

2"x6 Solid Bolcking

Roof Sheathing andnailing to be applied full lengthof top chord

Top of Plate

See Framing Plan & Sections

_/Simpson H2.5 at each Stud

Pre-Fab Wood TrussesL--__

2"x Solid Blocking

2"x Studs at 16" a.c.

2"x4" Bridgihg at 24" a.c., WI Simpson A34 each

side, each end

Truss Parallel to Wall

Samples from


3/8" a.S.B. Sheathing

Extended Truss Ends(2"x6" Member) Typ.

Edge Nailing at 2"6" Nailer~--8d at 6" a.c.

2"x4" Soffit Framing at 24" a.c. ~

1/2" Plywood Sheathing on ~Front side of Beam -------~

2"x6" Solid Blocking

8d at 6" a.c.

Solid Blocking at TrussBearings

Top of Plate

See Framing Plan & Sections

Truss Fabricator to provideFull Support at Cantilever

1/2" Plywood Sheathingwith all edges Blocked

Simpson HUS28Hanger

Truss To Beam (Cantilever)

Samples from


OBL 2x Top Plate

Top of Parapet

See Elevations

Extended Truss Ends

2"x6" Soild Blocking

~ Edge Nailing at 2"x Nailer

_---3/8" O.S.B. Backing

Nail BLKG. Together WI-----3-16d

8d at 6" O.C.------

3/8" O.S.B. at Upper LevelFraming as shown

Simpson H2.5 each sideto Beam

3-16d to Beam per Block

Top of Plate

See Framing Plan I Sections

Nailing as per nailingschedule

2"x6" Cont. Plate(s) whereoccurs Wlsmaller Beams

Cont. WO. Beam--SeeFraming Plan

_/

Truss to Beam

1/2" Plywood Sheathing--

\ __Pre-Fab Wood Trusses

'----__1/2" Gyp. BO. Fire Stop

2"x Wood Framing at 24'"------O.C.

Samples from


Pre-Fab Wood Trusses--TypePitch and spacing per FramingPlans--Install Per MFG Instructions

ad at 6" a.c. atBoundry Edge Nailingat Roof Sheathing

Pre-Fab Girder Truss orGLU-LAM Beam

Simpson THA29 Hanger

/

/

Roof Sheathing andNailing to be applied full lengthof Top Chord.

Scissor Truss--Whereoccurs

2x Blocking W/3-16d

Truss To Grider/Beam

Samples from


Roof Sheathing andNailing per Local codeto be applied full lengthof Top Chord

Pre-Fab Wood Trusses-Type, Pitch and SpacingPer Framing Plan--InstallPer MFG Instructions

Simpson LU24 Hangeror Equal--See Framing Plan

/1/

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Pre-Fab Girder Truss'----- or GLU-LAM Beam

(See Framing Plan)

Truss To Grider/Beam

Samples from


Edge nailing per NailingSchedule

1/2" Plywood Sheathing

...

• ••

Simpson H2.5 each Trussas shown

3/8" O.S.B. Blockingas shown

21 x4" Blocking each truss

Simpson H2.5 Each TrussAs Shown

•• •

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\,__pre-Fab Wood Trusses

8d at 6" D.C.'--

Trusses To Interior Wall

Samples from


1/2" Expansion JointTypical

4" Concrete SlabOver 4" ABC Fill

~t---__(1) No.4 Bar Horiz.

Turndown at Garage Door

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10"

Samples from


~_Double Top Plate

Wood Stud--SeeFloor Plan

CS20" x 24" Long or ST22or Larger at Header to

'------Trimmer connection atGarage door openings Only.

16d Toenails each side'------ each end

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I (3) 16d Nails as shown

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I Run (2) King Studs UpI Past Header as shownI for openings of 5'-0" or~greater & (3) King Studs

I for openings of 8'-0" or greater.

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(1) Trimmer Under WoodHeaders, Typ.

Wood Header--SeeFraming Plan for Size

16d at 12" O.C. Staggered

Typical Header

Samples from


Sheathing and NailingPer Code Requirement

Pre-Fab Roof TrussesSee Framing Plan forSize & spacing

2"x4" Flat as Required'-------_(6'-0" O.C. Max.) W/(2)

16d each end.

Simpson DTC Clip atTop Plate to each 2"x4"Flat. Install Nails into 2"x 4"Flat W/1/4" Gap (Do notSink) to allow for TrussDeflection

Typical Non-Shear, Non-BearingParallel Wall Connection

Samples from


Sheathing and Nailingper code requirement

Pre-FAB Roof TrussesSee Framing Plan forSize and Spacing

Bottom Chord atScissor Truss

1/2" Min. Gap increaseas required to accomudateTruss Deflection

Non-Bearing Interior Wall

Typical Non-ShearNon-Bearing Perpendicular WallConnection

Simpson DTC Clip atTop Plate To Truss asRequired (6'-0", Max).Install nails into TrussW/1/4" Gap (Do not sink)To allow for TrussDeflection

Samples from


Tooled Edges--typical

Tooled Edges--Typical

1/2" Expansion Joint

Typical

--+--- 6" ----+-

4" Concrete SlabOver 4" ABC Fill

4" Concrete Slab-Over 4" ABC Fill

co

6"--+--

($)Typical Slab Turndown

Samples from


Wood -See Framing Plan

Simpson MST Strap WI Min.'---4-16d per End

3-2"x 6" as shown W/Simpson'--H3 at each Stud

Cont. Wood Beam--See~-Roof Framing Plan For Size

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Simpson MST Strap W/Min.4-16d Per End

VIGA BEARING at WALL

Samples from


Tile Roof--See Roof Plan

Rigid Foam Fascia

co-T"""

8"----+--- ----+ I

Stucco System On MetalLath Over 1" Rigid Foam

WRAPPED FASCIA

Samples from


l 4 cone. slab over - autocad details perp. to wail- ... slab over min. 4" (3/4" crushed...

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